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FEMA P 2192 Volume2 2020

FEMA P 2192 Volume2 2020

$33.80

FEMA P-2192-V2 2020 NEHRP Recommended Seismic Provisions: Design Examples, Training Materials, and Design Flow Charts – Volume II: Training Materials

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FEMA 2020
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PDF Catalog

PDF Pages PDF Title
1 2020 NEHRP Recommended Seismic Provisions: Design Examples, Training Materials, and Design Flow Charts
5 Table of Contents
6 Chapter 1 Introduction to the 2020 NEHRP Provisions Design Examples
7 Learning Objectives
8 Outline of Presentation
9 Overview of the 2020 NEHRP Provisions
10 The NEHRP Recommended Seismic Provisions
11 Intent of the 2020 NEHRP Provisions
12 From Research to Improved Standards and Seismic Design Practice
13 How US Seismic Codes are Developed
14 2020 NEHRP Provisions – BSSC Provisions Update Committee
15 2020 NEHRP Provisions Organization
16 Resources to Support the 2020 NEHRP Provisions and ASCE/SEI 7-22
17 Evolution of Earthquake Engineering
18 Recent North American Earthquakes and Subsequent Code Changes
19 Recent North American Earthquakes and Subsequent Code Changes
20 Recent North American Earthquakes and Subsequent Code Changes
21 Recent North American Earthquakes and Subsequent Code Changes
22 History and Role of the NEHRP Provisions
23 U.S. Seismic Code Development and Role of the NEHRP Provisions
24 U.S. Seismic Code Development and Role of the NEHRP Provisions
25 Evolution of the NEHRP Provisions
26 Highlights of Major Changes in the 2020 NEHRP Provisions and in ASCE/SEI 7-22
27 Highlights of Major Changes to 2020 NEHRP Provisions and ASCE/SEI 7-22
28 Move from Two-Point Spectra (2PRS) to Multi-Point Spectra (MPRS)
29 Three New Shear Wall Seismic Force-Resisting Systems
30 Updates to Diaphragm Design Provisions
31 Relaxation in Requirement for Response Spectrum Analysis
32 Revisions in Displacement Requirements
33 Changes in Nonbuilding Structures Requirements
34 Addition of Quantitative R eliability Targets for Individual Members and Essential Facilities
35 Part 3 Paper on a New Approach to Seismic Lateral Earth Pressures
36 New Seismic Design Force Equation
37 Building Modal Periods, Tn,bldg
38 PFA/PGA (Hf) Amplification Factor
39 Seismic Force-Resisting System
40 Building Ductility, Rμ
41 Chapter 13: Other Significant Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22
42 Chapter 13: Other Significant Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22
43 Chapter 13: Other Significant Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22
44 Questions?
45 Overview of Design Example Chapters
46 Chapter 2 (Section 2.1 to 2.6) -Fundamentals
47 Chapter 2 -Fundamentals (Harris): Topics
48 Chapter 2 – Fundamentals: Yield, Ductility, Overstrength
49 Section 2.7 – Resilience-Based Design
50 Section 2.7 -Resilience-Based Design (Bonowitz): Topics
51 Section 2.7 -The “Resilience Field”
52 Section 2.7 -Functional Recovery vs. Community Resilience
53 Section 2.7 -FEMA-NIST Definitions* for Functional Recovery
54 Section 2.7 -Functional Recovery and Performance-Based Engineering
55 Section 2.7 -Functional Recovery Objective: CLT Design Example
56 Chapter 3 – Earthquake Ground Motions
58 Section 3.2: USGS NSHMs and BSSC PUC Requirements
59 Section 3.2 -Updates to 2020 NEHRP Design Ground Motions in Conterminous US
60 Section 3.2 -Hazard Changes (CEUS)
61 Section 3.2 -Hazard Changes (WUS)
62 Section 3.2 Part 2 – Dissection of Example Changes to the MCER Ground Motion Values (Luco): Topics
63 Section 3.2 -Deterministic Caps
64 Section 3.2 -Examples of Changes in MCER Values
65 Section 3.2 -Examples of Changes in SDC
66 Section 3.2 -BSSC Tool for Seismic Design Map Values https://doi.org/10.5066/F7NK3C76
67 Section 3.3 – Multi-Period Response Spectra (Kircher): Topics
68 Section 3.3 -The “Problem” with ASCE 7-10
69 Section 3.3 -Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment with MPRS Design Spectrum
70 Section 3.3 -Interim Solution of ASCE/SEI 7-16 (2015 NEHRP Provisions)
71 Section 3.3 -Long-Term Solution -MPRS in 2020 NEHRP Provisions and ASCE/SEI 7-22
72 Section 3.3 -New Site Classes and Associated Values of Shear Wave Velocities (Table 2.2-1, FEMA P-2078, June 2020)
73 Section 3.3 -MPRS Format
74 Move from Two-Point Spectra (2PRS) to Multi-Point Spectra (MPRS)
75 Section 3.3 -Design (As Usual) Using New MPRS
76 Section 3.4 – Other Changes to Ground Motion Provisions in ASCE/SEI 7-22 (Crouse): Topics
77 Chapter 4 – Ductile Reinforced Concrete Shear Walls
78 Chapter 4 – Ductile Coupled RC Shear Walls (Ghosh and Dasgupta): Topics
79 Chapter 2 – Ductile Coupled RC Shear Wall: Details
80 Chapter 5 – Coupled Composite Plate Shear Walls/Concrete Filled (C-PSW/CF)
81 Chapter 5 – Coupled Composite Plate Shear Walls / Concrete Filled (Shafaei and Varma): Topics
82 Chapter 5 – C-PSW/CF: Seismic Design Philosophy
83 Chapter 5 – C-PSW/CF: Coupling Beam-to-Wall Connection
84 Chapter 6 – Cross-Laminated Timber Shear Walls
85 Chapter 6 -Cross-Laminated Timber (CLT) Shear Wall (Line and Amini): Topics
86 Chapter 6 – CLT Shear Wall: Construction
87 Chapter 6 – CLT: Shear Wall Details
88 Chapter 7 – Horizontal Diaphragm Design
89 Chapter 7 – Horizontal Diaphragm Design (Cobeen): Topics
90 Chapter 7: Diaphragm Seismic Design Method Comparison
91 Chapter 7: Section 12.10.3 Alternative Design Provisions
92 Chapter 7: Section 12.10.4 Alternative RWFD Design Method
93 Chapter 7: Section 12.10.4 Alternative RWFD Design Method
94 Chapter 8 -Nonstructural Components
95 Chapter 8 -Design Examples for Nonstructural Components (Lizundia): Topics
96 Chapter 8 -Nonstructural Components Example: Architectural Precast Concrete
97 Chapter 8 -Nonstructural Components Example: Rocking Cladding Mechanism
98 Chapter 8 -Nonstructural Components Example: Piping System Seismic Design
99 Chapter 8 -Nonstructural Components Example: Egress Stairs
100 Chapter 8 -Nonstructural Components Example: Elevated Vessel
101 Chapter 8 -Nonstructural Components Example: Elevated Vessel
102 Chapter 8 -Prescribed Seismic Forces: Vessel Support and Attachments
103 Chapter 8 -Nonstructural Component Example: HVAC Fan Unit Support
104 Organization and Presentation of the Design Example Chapters
105 Outline of the 2020 Design Examples Chapters
106 How to Use the 2015 and 2020 Design Examples Together
107 How to Use the 2015 and 2020 Design Examples Together
108 How to Use the 2015 and 2020 Design Examples Together
109 How to Use the 2015 and 2020 Design Examples Together
110 Presentation Techniques in the 2020 Design Examples
112 BSSC NEHRP Webinar Training: nibs.org/events/nehrp-webinar-series
113 Questions?
114 DISCLAIMER
115 Chapter 2 (Sections 2.1 to 2.6) Fundamentals
116 Overview
117 Fundamental Concepts (1)
118 Fundamental Concepts (2)
119 Overview
120 Seismic Activity on Earth
121 Tectonic Plates
122 Section of Earth Crust at Ocean Rift Valley
123 Section of Earth Crust at Plate Boundary (Subduction Zone)
124 Fault Features
Strike angle
Dip angle
125 Faults and Fault Rupture
126 Types of Faults
127 Seismic Wave Forms (Body Waves)
128 Seismic Wave Forms (Surface Waves)
129 Arrival of Seismic Waves
130 Effects of Earthquakes
131 Recorded Ground Motions
132 Shaking at the Holiday Inn During the 1971 San Fernando Valley EQ
133 Overview
134 NEHRP (2009) Seismic Hazard Maps
136 Mass
137 Linear Viscous Damping
138 Damping and Energy Dissipation
139 Elastic Stiffness
140 Inelastic Behavior
141 Undamped Free Vibration
142 Undamped Free Vibration (2)
143 Periods of Vibration of Common Structures
144 Damped Free Vibration
145 Damped Free Vibration (2)
146 Damped Free Vibration (3)
147 Damping in Structures
148 Undamped Harmonic Loading and Resonance
149 Damped Harmonic Loading and Resonance
150 Resonant Response Curve
151 General Dynamic Loading
152 Effective Earthquake Force
153 Simplified SDOF Equation of Motion
154 Use of Simplified Equation of Motion
155 Use of Simplified Equation
156 Creating an Elastic Response Spectrum
157 Pseudoacceleration Spectrum
158 Pseudoacceleration is Total Acceleration
159 Using Pseudoacceleration to Compute Seismic Force
160 Response Spectra for 1971 San Fernando Valley EQ (Holiday Inn)
161 Averaged Spectrum and Code Spectrum
162 NEHRP/ASCE 7 Design Spectrum
163 NEHRP 2020 Multi-Period Spectrum and “Two” Period Spectrum
164 Overview
165 MDOF Systems
166 Analysis of Linear MDOF Systems
167 Analysis of Linear MDOF Systems
168 Overview
169 Basic Base Shear Equations in NEHRP and ASCE 7
170 Building Designed for Wind or Seismic Load
171 Comparison of EQ vs Wind
172 How to Deal with Huge EQ Force?
173 Nonlinear Static Pushover Analysis
174 Mathematical Model and Ground Motion
175 Results of Nonlinear Analysis
176 Response Computed by Nonlin
177 Interim Conclusion (the Good News)
178 Interim Conclusion (The Bad News)
179 Development of the Equal Displacement Concept
180 The Equal Displacement Concept
181 Repeated Analysis for Various Yield Strengths (and constant stiffness)
182 Constant Displacement Idealization of Inelastic Response
183 Equal Displacement Idealization of Inelastic Response
184 Equal Displacement Concept of Inelastic Design
185 Key Ingredient: Ductility
186 Application in Principle
187 Application in Practice (NEHRP and ASCE 7)
188 Ductility/Overstrength First Significant Yield
189 First Significant Yield and Design Strength
190 Overstrength
191 Sources of Overstrength
192 Definition of Overstrength Factor 
193 Definition of Ductility Reduction Factor Rd
194 Definition of Response Modification Coefficient R
195 Definition of Response Modification Coefficient R
196 Definition of Deflection Amplification Factor Cd
197 Example of Design Factors for Reinforced Concrete Structures
198 Design Spectra as Adjusted for Inelastic Behavior
199 Using Inelastic Spectrum to Determine Inelastic Force Demand
200 Using the Inelastic Spectrum and Cd to Determine the Inelastic Displacement Demand
201 Overview
202 Design and Detailing Requirements
203 Questions
204 DISCLAIMER
205 Chapter 2 (Section 2.7) Resilience-Based Design
206 Content
207 Consensus
208 Consensus understanding of resilience
209 The “Resilience Field”
210 The “Resilience Field”
211 FR : Building : CR : Community
Facility
212 “Resilience-Based Design and the NEHRP Provisions”
213 New definitions: Functional Recovery
214 FEMA-NIST definitions*
215 Functional recovery and performance-based engineering
216 The technical question
217 Functional recovery and the current building code
218 CLT Shear Wall Design Example (Chapter 6)
219 CLT Shear Wall Design Example (Chapter 6)
220 Functional recovery objective
221 Policy precedents for acceptable FR time?
222 Policy precedents for acceptable FR time?
223 Functional recovery objective
224 Expected FR time: What does current research say?
225 Expected FR time: What does current research say?
226 Expected FR time: What does current research say?
227 Expected FR time: What does current research say?
228 Functional recovery objective
229 CLT Shear Wall structural design criteria
230 CLT Shear Wall structural design criteria
231 CLT Shear Wall structural design criteria
232 CLT Shear Wall structural design criteria
233 Townhouse nonstructural design criteria
234 Townhouse nonstructural design criteria
235 Characteristics of RC IV functionality (NEHRP Provisions Section 1.1.5)
236 Characteristics of RC IV functionality (NEHRP Provisions Section 1.1.5)
237 Characteristics of RC IV functionality (NEHRP Provisions Section 1.1.5)
238 Voluntary FR and emerging best practices
239 Voluntary FR and emerging best practices
240 Voluntary FR and emerging best practices
241 Q&A
242 References
243 References
244 DISCLAIMER
245 Chapter 3 (Section 3.2 -Part 1) The 2018 Update of the USGS National Seismic Hazard Model
246 Outline
247 USGS NSHMs & BSSC PUC Requirements
248 Updates to 2020 NEHRP Design Ground Motions in Conterminous US
249 Updates to 2020 NEHRP Design Ground Motions in Conterminous US
250 Updates to 2020 NEHRP Design Ground Motions in Conterminous US
251 Old CEUS Ground Motion Models
252 New CEUS Ground Motion Models
253 New CEUS Ground Motion Models
254 New CEUS Site-Effects Models
255 Hazard Changes (CEUS)
256 Deep Basin Effects
257 Deep Basin Effects
258 Hazard Changes (WUS)
259 Outside of Conterminous US (OCONUS)
260 Outside of Conterminous US (OCONUS)
261 Summary
262 Questions
263 DISCLAIMER
264 Chapter 3 (Section 3.2 -Part 2) Dissection of Example Changes to the MCER Ground Motion Values
265 Commentary to Chapter 22
266 USGS 2018 National Seismic Hazard Model (NSHM) Updates
267 BSSC Project ‘17 Recommendations
268 Maximum-Direction Scale Factors
269 Maximum-Direction Scale Factors
270 Deterministic Caps
271 Deterministic Caps
272 Commentary to Chapter 22
273 Examples of Changes in MCER Values
274 Examples of Changes in MCER Values
275 Examples of Changes in MCER Values
276 Examples of Changes in MCER Values
277 Examples of Changes in SDC
278 Examples of Changes in SDC
279 Summary of Changes in MCER Values
280 Commentary to Chapter 22
281 USGS Seismic Design Geodatabase
282 USGS Seismic Design Geodatabase
283 USGS Seismic Design Web Service
284 USGS Seismic Design Web Service
285 BSSC Tool for Seismic Design Map Values
286 BSSC Tool for Seismic Design Map Values
287 https://doi.org/10.5066/F7NK3C76
288 Questions
289 DISCLAIMER
290 Chapter 3 (Section 3.3) New Multi-Period Response Spectra and Ground Motion Requirements
291 Design (As Usual) Using New MPRS
292 New Multi-Period Response Spectra (MPRS)
293 Summary of MPRS and Related Changes (to ASCE/SEI 7-16)
294 Summary of MPRS and Related Changes (to ASCE/SEI 7-16)
295 Two-Period Design Response Spectrum (Multi-Period Design Spectrum) (Figure 11.4-1, ASCE/SEI 7-05, ASCE/SEI 7-10 and ASCE/SEI 7-16 with annotation)
296 The “Problem” with ASCE/SEI 7-10
297 Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M7.0 earthquake ground motions at RX= 6.8 km) –Site Class C
Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M7.0 earthquake ground motions at RX= 6.8 km) –Site Class C
298 Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M7.0 earthquake ground motions at RX = 6.8 km) – Site Class D
299 Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M7.0 earthquake ground motions at RX = 6.8 km) – Site Class E
300 Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M8.0 earthquake ground motions at RX = 9.9 km) – Site Class E
301 Interim Solution of ASCE/SEI 7-16 (2015 NEHRP Provisions)
302 Site-Specific Requirements of Section 11.4.7 of ASCE/SEI 7-16 (2015 NEHRP Provisions)
303 Site-Specific Requirements of Section 11.4.7 of ASCE/SEI 7-16 (2015 NEHRP Provisions)
304 Conterminous United States Regions with S1 ≥ 0.2g (ASCE/SEI 7-16)
305 Long-Term Solution -Multi-Period Response Spectra (MPRS) (2020 NEHRP Provisions and ASCE/SEI 7-22)
306 MCER Ground Motions (Section 21.2) (Site-specific requirements of the 2020 NEHRP Provisions and ASCE/SEI 7-22)
307 Approach for Developing Multi-Period Response Spectra for United States Regions of Interest (CONUS and OCONUS sites)
308 Multi-Period Response Spectra Format (example matrix showing the combinations of twenty-two response periods, plus PGAG, and eight hypothetical site classes of the standard format of multi-period response spectra)
309 Multi-Period Response Spectra Format (example matrix showing the combinations of twenty-two response periods, plus PGAG, and eight hypothetical site classes of the standard format of multi-period response spectra)
310 Example Multi-Period Response Spectra (MPRS) (showing the new deterministic MCER Lower Limit, Table 21.2-1, 2020 NEHRP Provisions and ASCE/SEI 7-22, which are anchored to SS = SSD = 1.5 g, S1 = S1D = 0.6 g)
311 Conterminous United States Regions Governed Solely by Probabilistic MCER Ground Motions for Default Site Conditions
312 New Site Classes and Associated Values of Shear Wave Velocities (Table 2.2-1, FEMA P-2078, June 2020)
313 Distribution of 9,050 of Census Tracts of Densely Populated Areas of California, Oregon and Washington by Site Class (90% of Population)
314 Improved Values of Seismic Design Parameters
315 Example Derivation of SDS and SD1 from a Multi-Period Design Spectrum
316 Comparison of ASCE/SEI 7-16 Two-Period (ELF) Design Spectrum w/o Spectrum Shape Adjustment and Multi-Period Response Spectra based on M8.0 earthquake ground motions at RX = 9.9 km) – Site Class E
317 Multi-Period Design Spectrum (Figure 11.4-1, 2020 NEHRP Provisions and ASCE/SEI 7-22 with annotation)
318 Example Comparisons of Design Spectra (default site conditions)
319 Comparison of Design Response Spectra – Irvine (assuming default site conditions, Figure 8.2-1, FEMA P-2078, June 2020)
320 Comparison of Design Response Spectra – San Mateo (assuming default site conditions, Figure 8.2-2, FEMA P-2078, June 2020)
321 Comparison of Design Response Spectra – Anchorage (assuming default site conditions, Figure 8.2-4, FEMA P-2078, June 2020)
322 Comparison of Design Response Spectra – Memphis (assuming default site conditions, Figure 8.2-4, FEMA P-2078, June 2020)
323 Design (As Usual) Using New MPRS
324 Questions
325 DISCLAIMER
326 Chapter 3 (Section 3.4) Additional Revisions to Ground-Motion Provisions
327 Presentation
328 MCEGPeak Ground Acceleration (ASCE/SEI 7-22, Section 21.5)
329 MCEGPeak Ground Acceleration (ASCE/SEI 7-22, Section 21.5)
330 Additional Revisions (ASCE/SEI 7-22, Section 21.5)
331 Additional Revisions (ASCE/SEI 7-22, Section 21.5)
332 Vertical Ground Motion (ASCE/SEI 7-22, Section 11.9)
333 Vertical Ground Motion (ASCE/SEI 7-22, Section 11.9)
334 Vertical Ground Motion (ASCE/SEI 7-22, Section 11.9)
335 Site Class when Shear Wave Velocity Data Unavailable (ASCE/SEI 7-22, Section 20.3)
336 Site Class when Shear Wave Velocity Data Unavailable (ASCE/SEI 7-22, Section 20.3)
337 Site Class when Shear Wave Velocity Data Unavailable
338 Site Class when Shear Wave Velocity Data Unavailable
339 Questions
340 DISCLAIMER
341 Chapter 4 Reinforced Concrete Ductile Coupled Shear Walls
342 Coupled Walls
343 Coupled Walls
344 Coupled Walls
345 Coupled Walls
346 Coupled Walls
347 Ductile Coupled Shear Walls
348 Energy Dissipation in Coupling Beams
349 Energy Dissipation in Coupling Beams
350 ACI 318-19 18.10.9 Ductile Coupled Walls
351 Special Shear Walls
352 Ductile Coupling Beams
353 Ductile Coupling Beams
354 Ductile Coupling Beams
355 2020 NEHRP Provisions
356 2020 NEHRP Provisions
357 P695 Study
358 Additional ACI 318-19 Changes in Special Shear Wall Design
359 Additional ACI 318-19 Changes in Special Shear Wall Design
360 Shear Amplification: Concrete Shear Walls
361 Shear Amplification: Concrete Shear Walls
362 Shear Amplification: Concrete Shear Walls
363 Earthquake Force-Resisting Structural Systems of Concrete — ASCE/SEI 7-22
364 Earthquake Force-Resisting Structural Systems of Concrete — ASCE/SEI 7-22
365 Earthquake Force-Resisting Structural Systems of Concrete — ASCE/SEI 7-22
366 Example Problem
367 Introduction
368 Example Building Configuration
369 Example Building Configuration
370 Design Criteria
371 Design Criteria
372 Design Criteria
373 Design Criteria
374 Design Procedure
375 Analysis by Equivalent Lateral Force Procedure
376 Analysis by Equivalent Lateral Force Procedure
377 Modal Response Spectrum Analysis
378 Floor Forces from MRSA
379 Story Drifts from MRSA (X-Direction)
380 Story Drifts from MRSA (Y-Direction)
381 Story Drift Limitation
382 Design of Shear Wall
383 Design of Shear Wall – Design Loads
384 Design of Shear Wall – Design for Shear
385 Design of Shear Wall – Design for Shear
386 Design of Shear Wall – Design for Shear
387 Design of Shear Wall – Design for Shear
388 Design of Shear Wall – Design for Shear
389 Design of Shear Wall – Design for Shear
390 Design of Shear Wall – Design for Shear
391 Design of Shear Wall – Design for Shear
392 Boundary Elements of Special RC Shear Walls
393 Boundary Elements of Special RC Shear Walls
394 Boundary Elements of Special RC Shear Walls
395 Boundary Elements of Special RC Shear Walls
396 Boundary Elements of Special RC Shear Walls
397 Boundary Elements of Special RC Shear Walls
398 Boundary Elements of Special RC Shear Walls
399 Boundary Elements of Special RC Shear Walls
400 Boundary Elements of Special RC Shear Walls
401 Boundary Elements of Special RC Shear Walls
402 Boundary Elements of Special RC Shear Walls
403 Boundary Elements of Special RC Shear Walls
404 Design of Shear Wall (Grade 60 Reinforcement)
405 Check Strength Under Flexure and Axial Loads
406 Design of Shear Wall (Grade 80 Reinforcement)
407 Design of Shear Wall (Grade 80 Reinforcement)
408 Design of Coupling Beam
409 Design of Coupling Beam – Design Loads
410 Design of Coupling Beam – Design for Flexure
411 Design of Coupling Beam – Design for Flexure
412 Design of Coupling Beam – Design for Flexure
413 Design of Coupling Beam – Design for Flexure
414 Design of Coupling Beam – Design for Flexure
415 Design of Coupling Beam – Minimum Transverse Requirements
416 Design of Coupling Beam – Design for Shear
417 Design of Coupling Beam – Design for Shear
418 Design of Coupling Beam – Design for Shear
419 Questions
420 DISCLAIMER
421 Chapter 5 Seismic Design of Coupled Composite Plate Shear Walls / Concrete Filled (C-PSW/CF)
422 Topics Covered
423 Introduction to Coupled C-PSW/CFs (SpeedCore System)
424 C-PSW/CF (SpeedCore System)
425 A New Chapter in Composite Construction
427 A New Chapter in Composite Construction
428 Coupled Composite Plate Shear Walls – Core Walls
429 A New Chapter in Composite Construction
430 Section Detailing, Limits, Requirements
431 Key Components of C-PSW/CF (SpeedCore System)
432 Steel Plates
433 Local Buckling, Plate Slenderness, Axial Compression
434 Local Buckling, Plate Slenderness, Axial Compression
435 Local Buckling, Plate Slenderness, Axial Compression
436 Tie Bar Size, Spacing, and Stability of Empty Modules
438 Tie Bar Size, Spacing, and Stability of Empty Modules
439 Recommendations for Stiffness
440 Recommendations for Flexural Strength
441 Recommendations for Shear Strength
442 Seismic Design of Coupled Composite Plate Shear Walls / Concrete Filled (Capacity Design)
443 Seismic Design of Coupled C-PSW/CF
444 Seismic Design of Coupled C-PSW/CF
445 Seismic Design Philosophy for Coupled C-PSW/CF
446 Seismic Design Philosophy
447 Design Example
448 Building Description
449 Building Description
450 Material Properties
451 Loads & Load Combinations
452 Building Description
453 Seismic Forces
454 Design Base Shear
455 C-PSW/CFs and Coupling Beam Dimensions
456 2D Modeling of Coupled C-PSW/CF
457 Inter-story Drift Limit
458 Linear Elastic Analysis
459 Design Of Coupling Beams
460 Design Of Coupling Beams
461 Design Of Coupling Beams
462 Design Of C-PSW/CFs
463 Design Of C-PSW/CFs
464 Design Of C-PSW/CFs
465 Design Of C-PSW/CFs
466 Design Of C-PSW/CFs
467 Design Of C-PSW/CFs
468 Design Of C-PSW/CFs
469 Design Of C-PSW/CFs (Flexural Strengt
470 Design Of C-PSW/CFs (Flexural Strength)
471 P-M Interaction of C-PSW/CFs
472 Design Of C-PSW/CFs (Shear Strength)
473 Coupling Beam-to-Wall Connection
474 Coupling Beam-to-Wall Connection
475 Coupling Beam-to-Wall Connection
476 Coupling Beam-to-Wall Connection
477 Check Shear Strength of Coupling Beam Flange Plate
478 Check Shear Strength of Wall Web Plates
479 Check Ductile Behavior of Flange Plates
480 Calculate Forces in Web Plates
481 Calculate Force Demand on C-Shaped Weld
482 Calculate Capacity of C-Shaped Weld
483 Calculate Capacity of C-Shaped Weld
484 Questions
485 DISCLAIMER
486 Chapter 6 Cross-Laminated Timber (CLT) Shear Walls
487 6.1Overview -Cross-Laminated Timber (CLT) Shear Wall Example
488 6.1Overview -Useful Design Aid Resources
489 6.2Background
490 6.2Background
491 6.2Background
492 6.2Background
493 6.2Background
494 6.2Background
495 6.2Background
496 6.2Background
497 6.2Background
498 6.2Background
499 6.2Background
500 6.3Cross-Laminated T imber Shear Wall Example Description
501 6.3Cross-Laminated Timber Shear Wall Example Description
502 6.3Cross-Laminated Timber Shear Wall Example Description
503 6.4Seismic Forces
504 6.4Seismic Forces
505 6.5.1 Shear Capacity of Prescribed Connectors
506 6.5.1 Shear Capacity of Prescribed Connectors
507 6.5.1Shear Capacity of Prescribed Connectors
508 6.5.2 Shear Capacity of CLT Panel
509 6.6.1 CLT Shear Wall Hold-down Design
510 6.6.1 CLT Shear Wall Hold-down Design
511 6.6.1 CLT Shear Wall Hold-down Design
512 6.6.1 CLT Shear Wall Hold-down Design
513 6.6.2 CLT Shear Wall Compression Zone
514 6.6.2 CLT Shear Wall Compression Zone
515 6.7 CLT Shear Wall Deflection
516 6.7 CLT Shear Wall Deflection
517 6.8References
518 Questions
519 DISCLAIMER
520 Chapter 7 Horizontal Diaphragm Design
521 What’s New in Diaphragm Design Provisions
522 What’s New in Diaphragm Design Provisions
523 Why Are Diaphragm Design Provisions Changing?
524 Diaphragm Design Presentation Outline – Part 1
525 Diaphragm Design Presentation Outline – Part 2
526 Overview of Diaphragm Design
527 Overview of Diaphragm Design
528 Overview of Diaphragm Design
529 Overview of Diaphragm Design
530 Overview of Diaphragm Design
531 Overview of Diaphragm Design – Transfer Forces
532 Overview of Diaphragm Design -NEHRP Diaphragm Tech Bri efs
533 Overview of Diaphragm Design -NEHRP Diaphragm Tech Briefs
534 Diaphragm Seismic Design Methods
535 Diaphragm Seismic Design Methods
536 Diaphragm Seismic Design Methods
537 Diaphragm Seismic Design Methods
538 Diaphragm Seismic Design Methods
539 Diaphragm Seismic Design Methods
540 Introduction t o Section 12.10.3 Alternative Design Provisions
541 Introduction t o Section 12.10.3 Alternative Design Provisions
542 Introduction to Section 12.10.3 Alternative Design Provisions
543 Introduction to Section 12.10.3 Alternative Design Provisions – Part 1
544 Introduction to Section 12.10.3 Alternative Design Provisions – Part 2
545 Introduction t o Section 12.10.4 Alternative RWFD Design Method
546 Introduction to Section 12.10.4 Alternative RWFD Design Method
547 Introduction to Section 12.10.4 Alternative RWFD Design Method
548 Introduction t o Section 12.10.4 Alternative RWFD Design Method
549 Example Multi-Story Steel Building with Steel Deck Diaphragms
550 Example Multi-Story Steel Building with Steel Deck Diaphragms
551 Example Multi-Story Steel Building with Steel Deck Diaphragms
552 Example Multi-Story Steel Building with Steel Deck Diaphragms
553 Example Multi-Story Steel Building with Steel Deck Diaphragms
554 Example Multi-Story Steel Building with Steel Deck Diaphragms
555 Example Multi-Story Steel Building with Steel Deck Diaphragms
556 Example Multi-Story Steel Building with Steel Deck Diaphragms
557 Example Multi-Story Steel Building with Steel Deck Diaphragms
558 Example Multi-Story Steel Building with Steel Deck Diaphragms
559 Example Multi-Story Steel Building with Steel Deck Diaphragms
560 Example Multi-Story Steel Building with Steel Deck Diaphragms
561 Example Multi-Story Steel Building with Steel Deck Diaphragms
Traditional Design Method (12.10.1 & 12.10.2)
562 Traditional Design Method
563 Traditional Design Method
564 Traditional Design Method
565 Traditional Design Method
566 Traditional Design Method
567 Traditional Design Method
568 Traditional Design Method
569 Traditional Design Method
570 Traditional Design Method
571 Traditional Design Method
572 Traditional Design Method
573 Traditional Design Method
574 Traditional Design Method
575 Example Multi-Story Steel Building with Steel Deck Diaphragms
576 Alternative Design Provisions (Section 12.10.3) -Introduction
577 Alternative Design Method (Section 12.10.3) -Introduction
578 Example Multi-Story Steel Building with Steel Deck Diaphragms
579 Alternative Design Method (Section 12.10.3)
580 Alternative Design Method (Section 12.10.3)
581 Alternative Design Method (Section 12.10.3)
582 Alternative Design Method (Section 12.10.3)
583 Alternative Design Method (Section 12.10.3)
584 Alternative Design Method (Section 12.10.3)
585 Alternative Design Method (Section 12.10.3)
586 Alternative Design Method (Section 12.10.3)
587 Alternative Design Method (Section 12.10.3)
588 Alternative Design Method (Section 12.10.3)
589 Alternative Design Method (Section 12.10.3)
590 Alternative Design Method (Section 12.10.3)
591 Alternative Design Method (Section 12.10.3)
592 Alternative Design Method (Section 12.10.3)
593 Alternative Design Method (Section 12.10.3)
594 Alternative Design Method (Section 12.10.3)
595 Alternative Design Method (Section 12.10.3)
596 Alternative Design Method (Section 12.10.3)
597 Alternative Design Method (Section 12.10.3)
598 Example Multi-Story Steel Building with Steel Deck Diaphragms
599 Comparison of Design Me thods
600 Comparison of Design Me thods
601 Comparison of Design Me thods
602 Part 1 Closing Comments
603 Questions
604 DISCLAIMER
605 Chapter 7 – Part 2 Horizontal Diaphragm Design
606 Example One-Story RWFD Building with Bare Steel Deck Diaphragm
607 Diaphragm Design Presentation Outline – Part 2
608 Example One-Story RWFD Building with Steel Deck Diaphragm
609 Example One-Story RWFD Building with Steel Deck Diaphragm
610 Example One-Story RWFD Building with Steel Deck Diaphragm
611 Example One-Story RWFD Building with Steel Deck Diaphragm
612 Example One-Story RWFD Building with Steel Deck Diaphragm
613 Example One-Story RWFD Building with Steel Deck Diaphragm
614 Example One-Story RWFD Building with Steel Deck Diaphragm
615 Traditional Design Method
616 Traditional Design Method
617 Traditional Design Method
618 Traditional Design Method
619 Traditional Design Method
620 Traditional Design Method
621 Traditional Design Method
622 Example One-Story RWFD Building with Steel Deck Diaphragm
623 Diaphragm Seismic Design Methods
624 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
625 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
626 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
627 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
628 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
629 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
630 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements AISI S400 Section F3.5.1)
631 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements AISI S400 Section F3.5.1)
632 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements AISI S400 Section F3.5.1)
633 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
634 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
635 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
636 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
637 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
638 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
639 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
640 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
641 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
642 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
643 Example One-Story RWFD Building with Steel Deck Diaphragm
Alternative RWFD Design Method (12.10.4) NOT Meeting AISI S400 Special Seismic Detailing Requirements
644 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
645 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
646 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
647 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
648 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
649 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
650 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
651 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
652 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
653 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
654 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
655 Alternative RWFD Design Method (Meeting Special Seismic Detailing Requirements, 12.10.4)
656 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
657 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
658 Alternative RWFD Design Method (NOT Meeting Special Seismic Detailing Requirements, 12.10.4)
659 Example One-Story RWFD Building with Steel Deck Diaphragm
660 Comparison of Design Me thods
661 Comparison of Design Me thods
662 Part 2 -Closing Comments
663 Questions
664 DISCLAIMER
665 Chapter 8 Nonstructural Components: Fundamentals and Design Examples
666 Learning Objectives
667 Outline of Presentation
668 Fundamentals
669 Nonstructural Components
670 Relative Costs
671 Anticipated Behavior of Noncritical Nonstructural Components From ASCE/SEI 7-22 Sections C13.1 and C13.1.3
672 ASCE/SEI 7-22 Chapter 13: Seismic Design Requirements for Nonstructural Components
673 Code Development Process for Recent Revisions to Nonstructural Provisions
674 Key Terminology
675 Parameters Influencing Nonstructural Response
676 Seismic Force-Resisting System
677 Building Modal Periods, Tn,bldg
678 Component Period, Tcomp, and Building Period Resonance
679 Sources of Component and/or Anchorage Ductility
680 Component/Anchorage Ductility, μcomp
681 ATC-12O Proposed Seismic Design Force Equation
682 Evolution of Seismic Design Force Equation
683 PFA/PGA (Hf) Amplification Factor
684 Building Ductility, Rμ
685 PCA/PFA (CAR)
686 Unlikely vs. Likely to be in Resonance
687 Component Resonance Ductility Factor, CAR, and Component Strength, Rpo
688 Alternative Procedure for Nonlinear Response History Analysis
689 Equipment Support Structures and Platforms and Distribution System Supports
690 Accommodation of Seismic Relative Displacements
691 Development of Nonstructural Seismic Design Force Equations
692 Proposed Equations in NIST GCR 18-917-43
693 Proposed Equations in NIST GCR 18-917-43
694 Revisions in the 2020 NEHRP Provisions
695 Revisions in the 2020 NEHRP Provisions
696 Revisions for ASCE/SEI 7-22
697 Significant Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22
698 Significant Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22 (cont.)
699 Minor Changes from ASCE/SEI 7-16 to ASCE/SEI 7-22
700 Unchanged in ASCE/SEI 7-22 (same as ASCE/SEI 7-16)
701 Questions?
702 Design Examples
703 Design Examples for Architectural Components
704 Architectural Concrete Wall Panel
705 Architectural Concrete Wall Panel Description
706 Architectural Concrete Wall Panel Description
707 Providing Gravity Support and Accommodating Story Drift in Cladding
708 Rocking Cladding Connection System
709 Rocking Cladding Connection System
710 Window Framing System Racking Mechanism
711 ASCE/SEI 7-22 Parameters and Coefficients
712 ASCE/SEI 7-22 Parameters and Coefficients
713 ASCE/SEI 7-22 Parameters and Coefficients
714 ASCE/SEI 7-22 Parameters and Coefficients
715 Applicable Requirements
716 Spandrel Panel Layout
717 Prescribed Seismic Forces: Wall Element and Body of Wall Panel Connections
718 Prescribed Seismic Forces: Wall Element and Body of Wall Panel Connections
719 Proportioning and Design: Wall Element and Body of Wall Panel Connections
720 Proportioning and Design: W all Element and Body of Wall Panel Connections
721 Proportioning and Design: Wall Element and Body of Wall Panel Connections
722 Prescribed Seismic Forces: Fasteners of the Connecting System
723 Prescribed Seismic Forces: Fasteners of the Connecting System
724 Proportioning and Design: Fasteners of the Connecting System
725 Concrete Cover Layout and Seismic Forces
726 Prescribed Seismic Displacements
727 Prescribed Seismic Displacements: Accommodating Drift in Glazing
728 Prescribed Seismic Displacements: Accommodating Drift in Glazing
729 Prescribed Seismic Displacements: Accommodating Drift in Glazing
730 Questions?
731 Seismic Analysis of Egress Stairs
732 Egress Stairs Description
733 Egress Stairs Description
734 ASCE/SEI 7-22 Parameters and Coefficients
735 ASCE/SEI 7-22 Parameters and Coefficients
736 ASCE/SEI 7-22 Parameters and Coefficients
737 ASCE/SEI 7-22 Parameters and Coefficients
738 Applicable Requirements
739 Applicable Requirements (Continued)
740 Prescribed Seismic Forces: Egress Stairways not Part of the Building Seismic Force-Resisting System
741 Prescribed Seismic Forces: Egress Stairways not Part of the Building Seismic Force-Resisting System
742 Prescribed Seismic Forces: Egress Stairways not Part of the Building Seismic Force-Resisting System
743 Prescribed Seismic Forces: Egress Stairways not Part of the Building Seismic Force-Resisting System
744 Increased Seismic Forces for Fasteners and Attachments
745 Prescribed Seismic Forces: Egress Stairs and Ramp Fasteners and Attachments
746 Prescribed Seismic Forces: Egress Stairs and Ramp Fasteners and Attachments
747 Prescribed Seismic Displacements
748 Stairway Design Load Combinations
749 Questions?
750 HVAC Fan Unit Support
751 HVAC Fan Unit Support Description
752 HVAC Fan Unit Support Description
753 ASCE/SEI 7-22 Parameters and Coefficients
754 ASCE/SEI 7-22 Parameters and Coefficients
755 ASCE/SEI 7-22 Parameters and Coefficients
756 ASCE/SEI 7-22 Parameters and Coefficients
757 Applicable Requirements
758 Applicable Requirements (Continued)
759 Prescribed Seismic Forces: Case 1: Direct Attachment to Structure
760 Prescribed Seismic Forces: Case 1: Direct Attachment to Structure
761 Proportioning and Design:Case 1: Direct Attachment to Structure
762 Proportioning and Design:Case 1: Direct Attachment to Structure
763 Prescribed Seismic Forces: Case 2: Support on Vibration Isolation Springs
764 Prescribed Seismic Forces: Case 2: Support on Vibration Isolation Springs
765 Proportioning and Design:Case 2: Support on Vibration Isolation Springs
766 Proportioning and Design:Case 2: Support on Vibration Isolation Springs
767 Proportioning and Design:Case 2: Support on Vibration Isolation Springs
768 Proportioning and Design:Case 2: Support on Vibration Isolation Springs
769 Questions?
770 Piping System Seismic Design
771 Piping System Description
772 Piping System Description
773 Piping System Description
774 Piping System Description: Bracing
775 Piping System Description: System Configuration
776 Piping System Description: System Configuration
777 Piping System Description: System Configuration
778 ASCE/SEI 7-22 Parameters and Coefficients
779 ASCE/SEI 7-22 Parameters and Coefficients
780 Piping and Braces Parameters
781 ASCE/SEI 7-22 Parameters and Coefficients
782 Applicable Requirements
783 Prescribed Seismic Forces: Piping System Design
784 Proportioning and Design: Piping System Design
785 Proportioning and Design: Piping System Design
786 Proportioning and Design: Piping System Design
787 Proportioning and Design: Piping System Design
788 Proportioning and Design: Piping System Design
789 Proportioning and Design: Piping System Design
790 Prescribed Seismic Forces: Pipe Supports and Bracing
791 Prescribed Seismic Forces: Pipe Supports and Bracing
792 Proportioning and Design: Pipe Supports and Bracing
793 Proportioning and Design: Pipe Supports and Bracing
794 Proportioning and Design: Pipe Supports and Bracing
795 Proportioning and Design: Pipe Supports and Bracing
796 Prescribed Seismic Displacements
797 Prescribed Seismic Displacements
798 Prescribed Seismic Displacements
799 Prescribed Seismic Displacements
800 Questions?
801 Elevated Vessel Seismic Design
802 Elevated Vessel Description
803 Elevated Vessel Description
805 Elevated Vessel Description
806 ASCE/SEI 7-22 Parameters and Coefficients
807 ASCE/SEI 7-22 Parameters and Coefficients
808 ASCE/SEI 7-22 Parameters and Steel Material Properties
809 ASCE/SEI 7-22 Parameters and Coefficients
810 Applicable Requirements
811 Applicable Requirements (Continued)
812 Prescribed Seismic Forces: Vessel Support and Attachments
813 Prescribed Seismic Forces: Vessel Support and Attachments
814 Proportioning and Design: Vessel Support and Attachments
815 Proportioning and Design: Vessel Support and Attachments
816 Proportioning and Design: Vessel Support and Attachments
817 Proportioning and Design: Vessel Support and Attachments
818 Proportioning and Design: Vessel Support and Attachments
819 Proportioning and Design: Vessel Support and Attachments
820 Proportioning and Design: Vessel Support and Attachments
821 Proportioning and Design: Vessel Support and Attachments
822 Proportioning and Design: Vessel Support and Attachments
823 Proportioning and Design: Vessel Support and Attachments
824 Proportioning and Design: Vessel Support and Attachments
825 Proportioning and Design: Vessel Support and Attachments
826 Proportioning and Design: Vessel Support and Attachments
827 Prescribed Seismic Forces: Supporting Frame
828 Prescribed Seismic Forces: Supporting Frame
829 Proportioning and Design: Supporting Frame
830 Proportioning and Design: Supporting Frame
831 Proportioning and Design: Supporting Frame
832 Proportioning and Design: Supporting Frame
833 Proportioning and Design: Supporting Frame
834 Proportioning and Design: Supporting Frame
835 Questions?
836 DISCLAIMER

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