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ASCE Standard 41 2017

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ASCE Standard 41: Seismic Evaluation and Retrofit of Existing Buildings

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ASCE 2017 623
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Prepared by the Seismic Retrofit of Existing Buildings Standards Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE Seismic Evaluation and Retrofit of Existing Buildings, Standard ASCE/SEI 41-17, describes deficiency-based and systematic procedures that use performance-based principles to evaluate and retrofit existing buildings to withstand the effects of earthquakes. The standard presents a three-tiered process for seismic evaluation according to a range of building performance levels by connecting targeted structural performance and the performance of nonstructural components with seismic hazard levels. The deficiency-based procedures allow evaluation and retrofit efforts to focus on specific potential deficiencies deemed to be of concern for a specified set of building types and heights. The systematic procedure, applicable to any building, sets forth a methodology to evaluate the entire building in a rigorous manner. This standard establishes analysis procedures and acceptance criteria, and specifies requirements for foundations and geologic site hazards; components made of steel, concrete, masonry, wood, and cold-formed steel; architectural, mechanical, and electrical components and systems; and seismic isolation and energy dissipation systems. Checklists are provided for a variety of building types and seismicity levels in support of the Tier 1 screening process. This new edition, which updates and replaces previous editions of ASCE 41, introduces revisions to the basic performance objectives for existing buildings and to the evaluation of force-controlled actions. It revises the nonlinear dynamic procedure and changes provisions for steel and concrete columns, as well provisions as for unreinforced masonry. Standard ASCE/SEI 41-17 is a primary reference for structural engineers addressing the seismic resilience of existing buildings and for building code officials reviewing such work; it also will be of interest to architects, construction managers, academic researchers, and building owners.

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PDF Pages PDF Title
48 CHAPTER 1 GENERAL REQUIREMENTS
1.1 SCOPE
1.2 DEFINITIONS AND NOTATIONS
66 1.3 EVALUATION AND RETROFIT PROCESS
1.4 SEISMIC EVALUATION PROCESS
67 1.5 SEISMIC RETROFIT PROCESS
70 CHAPTER 2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
2.1 SCOPE
2.2 PERFORMANCE OBJECTIVES
2.3 TARGET BUILDING PERFORMANCE LEVELS
73 2.4 SEISMIC HAZARD
74 2.5 LEVEL OF SEISMICITY
76 CHAPTER 3 EVALUATION AND RETROFIT REQUIREMENTS
3.1 SCOPE
3.2 AS-BUILT INFORMATION
81 3.3 BENCHMARK BUILDINGS
3.4 EVALUATION AND RETROFIT PROCEDURES
88 CHAPTER 4 TIER 1 SCREENING
4.1 SCOPE
4.2 SCOPE OF INVESTIGATION REQUIRED
4.3 SELECTION AND USE OF CHECKLISTS
91 4.4 TIER 1 ANALYSIS
96 CHAPTER 5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
5.1 SCOPE
5.2 GENERAL REQUIREMENTS
99 5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS
5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS
100 5.5 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS
103 5.6 PROCEDURES FOR DIAPHRAGMS
104 5.7 PROCEDURES FOR CONNECTIONS
5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS
106 CHAPTER 6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
6.1 SCOPE
6.2 DATA COLLECTION REQUIREMENTS
108 6.3 TIER 3 EVALUATION REQUIREMENTS
6.4 TIER 3 RETROFIT REQUIREMENTS
110 CHAPTER 7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
7.1 SCOPE
7.2 GENERAL ANALYSIS REQUIREMENTS
116 7.3 ANALYSIS PROCEDURE SELECTION
118 7.4 ANALYSIS PROCEDURES
123 7.5 ACCEPTANCE CRITERIA
127 7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA
130 CHAPTER 8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
8.1 SCOPE
8.2 SITE CHARACTERIZATION
132 8.3 MITIGATION OF SEISMICā€“GEOLOGIC SITE HAZARDS
8.4 FOUNDATION STRENGTH AND STIFFNESS
141 8.5 SOILā€“STRUCTURE INTERACTION EFFECTS
143 8.6 SEISMIC EARTH PRESSURE
144 8.7 FOUNDATION RETROFIT
146 CHAPTER 9 STEEL AND IRON
9.1 SCOPE
9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
152 9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
153 9.4 STEEL MOMENT FRAMES
171 9.5. STEEL BRACED FRAMES
176 9.6 STEEL FRAMES WITH INFILLS
9.7 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, SHEAR WALL SYSTEMS
179 9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS
182 9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS
9.10 DIAPHRAGMS
185 9.11 STEEL PILE FOUNDATIONS
186 9.12 CAST AND WROUGHT IRON
188 CHAPTER 10 CONCRETE
10.1 SCOPE
10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
193 10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
200 10.4 CONCRETE MOMENT FRAMES
211 10.5 PRECAST CONCRETE FRAMES
10.6 CONCRETE FRAMES WITH INFILLS
214 10.7 CONCRETE STRUCTURAL WALLS
219 10.8 PRECAST CONCRETE STRUCTURAL WALLS
221 10.9 CONCRETE BRACED FRAMES
222 10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS
10.11 PRECAST CONCRETE DIAPHRAGMS
223 10.12 CONCRETE FOUNDATIONS
224 CHAPTER 11 MASONRY
11.1 SCOPE
11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES
228 11.3 MASONRY WALLS
236 11.4 MASONRY INFILLS
243 11.5 ANCHORAGE TO MASONRY WALLS
244 11.6 MASONRY FOUNDATION ELEMENTS
246 CHAPTER 12 WOOD LIGHT FRAME
12.1 SCOPE
12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
249 12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
250 12.4 WOOD LIGHT-FRAME SHEAR WALLS
257 12.5 WOOD DIAPHRAGMS
260 12.6 WOOD FOUNDATIONS
12.7 OTHER WOOD ELEMENTS AND COMPONENTS
262 CHAPTER 13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
13.1 SCOPE
13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS
265 13.3 COMPONENT EVALUATION
13.4 EVALUATION AND RETROFIT PROCEDURES
268 13.5 RETROFIT APPROACHES
13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
275 13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
281 13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
284 CHAPTER 14 SEISMIC ISOLATION
14.1 SCOPE
14.2 GENERAL REQUIREMENTS
285 14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES
286 14.4 ISOLATION SYSTEM MODELING
287 14.5 ANALYSIS PROCEDURES
291 14.6 NONSTRUCTURAL COMPONENTS
14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES
294 14.8 DESIGN REVIEW
296 CHAPTER 15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTAL ENERGY DISSIPATION
15.1 SCOPE
15.2 GENERAL DESIGN REQUIREMENTS
297 15.3 PROPERTIES OF ENERGY DISSIPATION DEVICES
15.4 ANALYSIS PROCEDURE SELECTION
15.5 NONLINEAR DYNAMIC PROCEDURES
299 15.6 DETAILED SYSTEM REQUIREMENTS
15.7 DESIGN REVIEW
15.8 REQUIRED TESTS OF ENERGY DISSIPATION DEVICES
301 15.9 LINEAR ANALYSIS PROCEDURES
303 15.10 NONLINEAR STATIC PROCEDURE
306 CHAPTER 16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
16.1 SCOPE
16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY
314 CHAPTER 17 TIER 1 CHECKLISTS
17.1 BASIC CHECKLISTS
17.2 STRUCTURAL CHECKLISTS FOR BUILDING TYPES W1: WOOD LIGHT FRAMES AND W1A: MULTI-STORY, MULTI-UNIT RESIDENTIAL WOOD FRAME
17.3 STRUCTURAL CHECKLISTS FOR BUILDING TYPE W2: WOOD FRAMES, COMMERCIAL AND INDUSTRIAL
322 17.4 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S1: STEEL MOMENT FRAMES WITH STIFF DIAPHRAGMS AND S1A: STEEL MOMENT FRAMES WITH FL
17.5 STRUCTURAL CHECKLIST FOR BUILDING TYPES S2: STEEL BRACED FRAMES WITH STIFF DIAPHRAGMS AND S2A: STEEL BRACED FRAMES WITH FLE
328 17.6 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S3: METAL BUILDING FRAMES
17.7 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S4: DUAL SYSTEMS WITH BACKUP STEEL MOMENT FRAMES AND STIFF DIAPHRAGMS
335 17.8 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S5: STEEL FRAMES WITH INFILL MASONRY SHEAR WALLS AND STIFF DIAPHRAGMS AND S5A: STE
17.9 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS1: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, SHEAR WALL LATERAL SY
339 17.10 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS2: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, STRAP-BRACED LATERAL
342 17.11 STRUCTURAL CHECKLISTS FOR BUILDING TYPE C1: CONCRETE MOMENT FRAMES
345 17.12 STRUCTURAL CHECKLIST FOR BUILDING TYPES C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMS AND C2A: CONCRETE SHEAR WALLS WITH
348 17.13 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C3: CONCRETE FRAMES WITH INFILL MASONRY SHEAR WALLS AND C3A: CONCRETE FRAMES WITH
17.14 STRUCTURAL CHECKLISTS FOR BUILDING TYPES PC1: PRECAST OR TILT-UP CONCRETE SHEAR WALLS WITH FLEXIBLE DIAPHRAGMS AND PC1A: P
354 17.15 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2: PRECAST CONCRETE FRAMES WITH SHEAR WALLS
358 17.16 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2A: PRECAST CONCRETE FRAMES WITHOUT SHEAR WALLS
17.17 STRUCTURAL CHECKLISTS FOR BUILDING TYPES RM1: REINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND RM2: REINFORCE
363 17.18 STRUCTURAL CHECKLISTS FOR BUILDING TYPES URM: UNREINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND URMA: UNREIN
365 17.19 NONSTRUCTURAL CHECKLIST
374 CHAPTER 18 REFERENCE DOCUMENTS
18.1 CONSENSUS STANDARDS AND OTHER REFERENCE DOCUMENTS
378 APPENDIX A GUIDELINES FOR DEFICIENCY-BASED PROCEDURES
A.1 GENERAL
A.2 PROCEDURES FOR BUILDING SYSTEMS
385 A.3 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS
401 A.4 PROCEDURES FOR DIAPHRAGMS
407 A.5 PROCEDURES FOR CONNECTIONS
411 A.6 PROCEDURES FOR GEOLOGIC SITE HAZARDS AND FOUNDATIONS
412 A.7 PROCEDURES FOR NONSTRUCTURAL COMPONENTS
422 APPENDIX B APPLYING ASCE 41 IN BUILDING CODES, REGULATORY POLICIES, AND MITIGATION PROGRAMS
B.1 INTRODUCTION
B.2 MANDATORY MITIGATION
425 B.3 VOLUNTARY MITIGATION
426 B.4 TRIGGERED MITIGATION
432 CHAPTER C1 GENERAL REQUIREMENTS
C1.1 SCOPE
434 C1.3 EVALUATION AND RETROFIT PROCESS
C1.4 SEISMIC EVALUATION PROCESS
436 C1.5 SEISMIC RETROFIT PROCESS
442 CHAPTER C2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
C2.2 PERFORMANCE OBJECTIVES
445 C2.3 TARGET BUILDING PERFORMANCE LEVELS
460 C2.5 LEVEL OF SEISMICITY
462 CHAPTER C3 EVALUATION AND RETROFIT REQUIREMENTS
C3.2 AS-BUILT INFORMATION
463 C3.3 BENCHMARK BUILDINGS
464 C3.4 EVALUATION AND RETROFIT PROCEDURES
468 CHAPTER C4 TIER 1 SCREENING
C4.1 SCOPE
C4.2 SCOPE OF INVESTIGATION REQUIRED
C4.3 SELECTION AND USE OF CHECKLISTS
469 C4.4 TIER 1 ANALYSIS
470 CHAPTER C5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
C5.1 SCOPE
C5.2 GENERAL REQUIREMENTS
471 C5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS
C5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS
472 C5.5 PROCEDURES FOR SEISMIC-FORCERESISTING SYSTEMS
473 C5.7 PROCEDURES FOR CONNECTIONS
C5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS
474 CHAPTER C6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
C6.2 DATA COLLECTION REQUIREMENTS
C6.3 TIER 3 EVALUATION REQUIREMENTS
475 C6.4 TIER 3 RETROFIT REQUIREMENTS
476 CHAPTER C7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
C7.1 SCOPE
C7.2 GENERAL ANALYSIS REQUIREMENTS
480 C7.3 ANALYSIS PROCEDURE SELECTION
481 C7.4 ANALYSIS PROCEDURES
484 C7.5 ACCEPTANCE CRITERIA
488 C7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA
492 CHAPTER C8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
C8.1 SCOPE
C8.2 SITE CHARACTERIZATION
495 C8.3 MITIGATION OF SEISMICā€“GEOLOGIC SITE HAZARDS
496 C8.4 FOUNDATION STRENGTH AND STIFFNESS
500 C8.5 SOILā€“STRUCTURE INTERACTION EFFECTS
501 C8.6 SEISMIC EARTH PRESSURE
C8.7 FOUNDATION RETROFIT
504 CHAPTER C9 STEEL AND IRON
C9.1 SCOPE
C9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
507 C9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
508 C9.4 STEEL MOMENT FRAMES
512 C9.5 STEEL BRACED FRAMES
515 C9.6 STEEL FRAMES WITH INFILLS
C9.7 COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION, SHEAR WALL SYSTEMS
516 C9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS
C9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS
C9.10 DIAPHRAGMS
518 C9.11 STEEL PILE FOUNDATIONS
C9.12 CAST AND WROUGHT IRON
520 CHAPTER C10 CONCRETE
C10.1 SCOPE
C10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
523 C10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
525 C10.4 CONCRETE MOMENT FRAMES
530 C10.5 PRECAST CONCRETE FRAMES
C10.6 CONCRETE FRAMES WITH INFILLS
531 C10.7 CONCRETE STRUCTURAL WALLS
534 C10.8 PRECAST CONCRETE STRUCTURAL WALLS
535 C10.9 CONCRETE-BRACED FRAMES
C10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS
536 C10.11 PRECAST CONCRETE DIAPHRAGMS
C10.12 CONCRETE FOUNDATIONS
538 C11.1 SCOPE
C11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES
542 C11.3 MASONRY WALLS
552 C11.4 MASONRY INFILLS
555 C11.6 MASONRY FOUNDATION ELEMENTS
558 CHAPTER C12 WOOD LIGHT FRAME
C12.1 SCOPE
C12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT
561 C12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
C12.4 WOOD LIGHT-FRAME SHEAR WALLS
565 C12.5 WOOD DIAPHRAGMS
568 C12.6 WOOD FOUNDATIONS
C12.7 OTHER WOOD ELEMENTS AND COMPONENTS
570 CHAPTER C13
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
C13.1 SCOPE
C13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS
571 C13.3 COMPONENT EVALUATION
C13.4 EVALUATION AND RETROFIT PROCEDURES
572 C13.5 RETROFIT APPROACHES
573 C13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
576 C13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
578 C13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA
580 CHAPTER C14 SEISMIC ISOLATION
C14.1 SCOPE
C14.2 GENERAL REQUIREMENTS
581 C14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES
582 C14.4 ISOLATION SYSTEM MODELING
583 C14.5 ANALYSIS PROCEDURES
586 C14.6 NONSTRUCTURAL COMPONENTS
587 C14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES
588 C14.8 DESIGN REVIEW
590 CHAPTER C15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTALENERGY DISSIPATION
C15.1 SCOPE
592 C15.7 DESIGN REVIEW
594 CHAPTER C16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
C16.1 SCOPE
C16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY
598 CHAPTER C17 TIER 1 CHECKLISTS
C17.2 STRUCTURAL CHECKLISTS FOR BUILDING TYPES W1: WOOD LIGHT FRAMES AND W1A: MULTI-STORY, MULTI-UNIT RESIDENTIAL WOOD FRAME
C17.3 STRUCTURAL CHECKLISTS FOR BUILDING TYPE W2: WOOD FRAMES, COMMERCIAL AND INDUSTRIAL
C17.4 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S1: STEEL MOMENT FRAMES WITH STIFF DIAPHRAGMS AND S1A: STEEL MOMENT FRAMES WITH FL
C17.5 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S2: STEEL BRACED FRAMES WITH STIFF DIAPHRAGMS AND S2A: STEEL BRACED FRAMES WITH F
599 C17.6 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S3: METAL BUILDING FRAMES
C17.7 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S4: DUAL SYSTEMS WITH BACKUP STEEL MOMENT FRAMES AND STIFF DIAPHRAGMS
C17.8 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S5: STEEL FRAMES WITH INFILL MASONRY SHEAR WALLS AND STIFF DIAPHRAGMS AND S5A: ST
C17.9 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS1: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, SHEAR WALL LATERAL S
C17.10 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS2: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, STRAP-BRACED LATERA
C17.11 STRUCTURAL CHECKLISTS FOR BUILDING TYPE C1: CONCRETE MOMENT FRAMES
600 C17.12 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMS AND C2A: CONCRETE SHEAR WALLS WIT
C17.13 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C3: CONCRETE FRAMES WITH INFILL MASONRY SHEAR WALLS AND C3A: CONCRETE FRAMES WIT
C17.14 STRUCTURAL CHECKLISTS FOR BUILDING TYPES PC1: PRECAST OR TILT-UP CONCRETE SHEAR WALLS WITH FLEXIBLE DIAPHRAGMS AND PC1A:
C17.15 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2: PRECAST CONCRETE FRAMES WITH SHEAR WALLS
C17.16 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2A: PRECAST CONCRETE FRAMES WITHOUT SHEAR WALLS
601 C17.17 STRUCTURAL CHECKLISTS FOR BUILDING TYPES RM1: REINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND RM2: REINFORC
C17.18 STRUCTURAL CHECKLISTS FOR BUILDING TYPES URM: UNREINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND URMA: UNREI
C17.19 NONSTRUCTURAL CHECKLIST
602 C18.1 COMMENTARY REFERENCES
612 OTHER REFERENCES (NOT CITED)
616 INDEX
ASCE Standard 41 2017
$130.00