{"id":166884,"date":"2024-10-19T10:08:16","date_gmt":"2024-10-19T10:08:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-1026-508-2015\/"},"modified":"2024-10-25T02:27:02","modified_gmt":"2024-10-25T02:27:02","slug":"fema-p-1026-508-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-1026-508-2015\/","title":{"rendered":"FEMA P 1026 508 2015"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMA P-1026: Seismic Design of Rigid Wall-Flexible Diaphragm Buildings: An Alternate Procedure <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
4<\/td>\nDisclaimer <\/td>\n<\/tr>\n
5<\/td>\nForeword <\/td>\n<\/tr>\n
6<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nAcknowledgments <\/td>\n<\/tr>\n
9<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nList of Tables <\/td>\n<\/tr>\n
15<\/td>\nList of Figures <\/td>\n<\/tr>\n
17<\/td>\nAcronyms <\/td>\n<\/tr>\n
19<\/td>\nChapter 1 Introduction <\/td>\n<\/tr>\n
20<\/td>\n1.1 The Need for a New Design Procedure for RWFD Buildings
1.2 Purpose of Report <\/td>\n<\/tr>\n
21<\/td>\n1.3 Introduction to the Alternate Procedure and Comparison toCurrent Design Practice <\/td>\n<\/tr>\n
24<\/td>\n1.4 Implementation of the Alternate Design Procedure
1.5 Scope and Limitations of the Alternate Procedure <\/td>\n<\/tr>\n
25<\/td>\n1.6 Overview of Report Contents <\/td>\n<\/tr>\n
29<\/td>\nChapter 2 Description of RWFD Buildings and Their Performance in Earthquakes
2.1 Description of Typical RWFD Structures <\/td>\n<\/tr>\n
30<\/td>\n2.2 Seismic Performance History <\/td>\n<\/tr>\n
35<\/td>\nChapter 3 Current Design Practice Example
3.1 Example Building Description (current practice) <\/td>\n<\/tr>\n
37<\/td>\n3.2 Determine Design Spectral Response Accelerations SDS and SD1(current practice)
3.3 Determine Fundamental Building Period (current practice) <\/td>\n<\/tr>\n
38<\/td>\n3.4 Base Shear Using the ELF Procedure (current practice) <\/td>\n<\/tr>\n
39<\/td>\n3.5 Diaphragm Design Forces Using the ELF Procedure (current practice) <\/td>\n<\/tr>\n
43<\/td>\n3.6 North\/South Diaphragm Shear Design (current practice) <\/td>\n<\/tr>\n
48<\/td>\n3.7 North\/South Diaphragm Chord Design (current practice) <\/td>\n<\/tr>\n
49<\/td>\n3.8 East\/West Diaphragm Shear Design (current practice) <\/td>\n<\/tr>\n
50<\/td>\n3.9 East\/West Diaphragm Chord Design (current practice) <\/td>\n<\/tr>\n
51<\/td>\n3.10 Shear Wall Force Using the ELF Procedure (current practice) <\/td>\n<\/tr>\n
54<\/td>\n3.11 Shortcomings of Current Practice <\/td>\n<\/tr>\n
55<\/td>\nChapter 4 Development of an Alternate Seismic Design Procedure <\/td>\n<\/tr>\n
56<\/td>\n4.1 Determination of Building and Diaphragm Period <\/td>\n<\/tr>\n
59<\/td>\n4.2 Response Modification Coefficient, R, Selection <\/td>\n<\/tr>\n
61<\/td>\n4.2.1 Encouraging Distributed Inelastic Behavior <\/td>\n<\/tr>\n
62<\/td>\n4.2.2 Diaphragm Response Modification Coefficient and Shear Amplification <\/td>\n<\/tr>\n
63<\/td>\n4.3 Deflection Amplification Factor, Cd , Selection
4.4 Overstrength Factor, \u03a9o, Selection <\/td>\n<\/tr>\n
64<\/td>\n4.5 Overview of the Alternate Seismic Design Procedure <\/td>\n<\/tr>\n
67<\/td>\nChapter 5 Implementation of the Alternate Seismic Design Procedure
5.1 A Two-Stage ELF Procedure <\/td>\n<\/tr>\n
68<\/td>\n5.2 First Stage \u2013 Diaphragm Design
5.3 Diaphragm Design Coefficient Cs Using the ELF Procedure <\/td>\n<\/tr>\n
72<\/td>\n5.4 Diaphragm Forces Using the ELF Procedure <\/td>\n<\/tr>\n
75<\/td>\n5.5 North\/South Diaphragm Shear Design <\/td>\n<\/tr>\n
80<\/td>\n5.6 North\/South Diaphragm Shear Transfer to Walls
5.7 North\/South Diaphragm Chord Design <\/td>\n<\/tr>\n
81<\/td>\n5.8 East\/West Diaphragm Shear Design <\/td>\n<\/tr>\n
82<\/td>\n5.9 East\/West Diaphragm Shear Transfer to Walls <\/td>\n<\/tr>\n
83<\/td>\n5.10 East\/West Diaphragm Chord Design
5.11 Second Stage \u2013 Shear Wall Design <\/td>\n<\/tr>\n
84<\/td>\n5.12 Shear Wall Force Using the ELF Procedure <\/td>\n<\/tr>\n
89<\/td>\n5.13 Limitations and Adaptations of the Alternate Design Procedure <\/td>\n<\/tr>\n
91<\/td>\nChapter 6 Diaphragm Deflection Check
6.1 Deflection of North\/South Diaphragm <\/td>\n<\/tr>\n
95<\/td>\n6.2 Deflection of North\/South Walls <\/td>\n<\/tr>\n
97<\/td>\n6.3 Limits on Diaphragm Deflection \u2013 Deformation Compatibility
6.4 Limits on Diaphragm Deflection \u2013 Second Order Effects and P-\u0394 Instability <\/td>\n<\/tr>\n
99<\/td>\n6.5 Limits on Diaphragm Deflection \u2013 Building Separations and Setbacks <\/td>\n<\/tr>\n
101<\/td>\nChapter 7 Comparison of Designs Using Current Practiceand Alternate Design Procedure <\/td>\n<\/tr>\n
105<\/td>\nChapter 8 Future Studies for Design of RWFD Buildings
8.1 Steel Deck Diaphragms
8.2 Out-of-Plane Top of Wall Anchorage Forces <\/td>\n<\/tr>\n
106<\/td>\n8.3 In-Plane Wall Yielding\/Rocking
8.4 Irregular Plan Shapes and Abrupt Changes along Exterior Walls <\/td>\n<\/tr>\n
107<\/td>\n8.5 Combining Connector Forces from Shear Acting in Two OrthogonalDirections
8.6 Forces on Continuity Ties
8.7 Three-Dimensional Modeling Calibrated to the Response of Buildingsand Tests
8.8 Deflection of Wood Diaphragms <\/td>\n<\/tr>\n
108<\/td>\n8.9 Applicability to Buildings with Lightweight Enclosures and SteelBracing
8.10 Applicability to Multi-Story Buildings
8.11 Implications of Diaphragm Deflections on Structural and Nonstructural Elements <\/td>\n<\/tr>\n
109<\/td>\n8.12 Large-Scale Diaphragm Tests <\/td>\n<\/tr>\n
111<\/td>\nChapter 9 Conclusions <\/td>\n<\/tr>\n
113<\/td>\nReferences <\/td>\n<\/tr>\n
117<\/td>\nAppendices
APPENDIX A Alternate Design Procedure Discussionand Commentary
A.1 Commentary on Alternate Design Procedure with Diaphragm Yielding <\/td>\n<\/tr>\n
121<\/td>\nA.2 Limitations of the Alternate Design Procedure <\/td>\n<\/tr>\n
122<\/td>\nA.3 Applicability of Alternate Design Procedure to RWFD Buildings with Steel Deck Diaphrams <\/td>\n<\/tr>\n
123<\/td>\nA.4 Discussion of Diaphragm Yielding
A.5 Quality of Design, Construction and Inspection <\/td>\n<\/tr>\n
124<\/td>\nA.6 Diaphragm Modifications and Deterioration
A.7 Possible Code Provisions <\/td>\n<\/tr>\n
129<\/td>\nAPPENDIX B Evaluating RWFD Buildings Using FEMA P695 Methodology <\/td>\n<\/tr>\n
131<\/td>\nB.1 Modeling Framework <\/td>\n<\/tr>\n
134<\/td>\nB.2 Modeling Framework Validation <\/td>\n<\/tr>\n
137<\/td>\nAPPENDIX C List of Connectors in Database <\/td>\n<\/tr>\n
139<\/td>\nAPPENDIX D Evaluation of Current Design Procedure
D.1 Description of Archetypes <\/td>\n<\/tr>\n
141<\/td>\nD.2 Summary of FEMA P695 Analysis Results for Current Design <\/td>\n<\/tr>\n
144<\/td>\nD.3 Fundamental Period of the Archetypes <\/td>\n<\/tr>\n
147<\/td>\nAPPENDIX E Description of Archetypes for Current Design Procedure <\/td>\n<\/tr>\n
163<\/td>\nAPPENDIX G Evaluation of Alternate Design Procedure
G.1 Description of Archetypes
G.2 Summary of FEMA P695 Analysis Results for the Alternate DesignProcedure <\/td>\n<\/tr>\n
165<\/td>\nG.3 Overstrength and Deflection Amplification Factors for the Diaphragm <\/td>\n<\/tr>\n
167<\/td>\nAppendix H Description of Archetypes for the Alternate Design Procedure
H.1 Description of Archetypes for the Alternate Design Procedure <\/td>\n<\/tr>\n
171<\/td>\nAppendix I FEMA P695 Evaluation Results for theAlternate Design Procedure
I.1 FEMA P695 Evaluation Results for Alternate Design Procedure <\/td>\n<\/tr>\n
175<\/td>\nAPPENDIX J Out-of-Plane Wall and Wall Anchorage Forces
J.1 Out-of-Plane Wall and Wall Anchorage Forces; Current Design <\/td>\n<\/tr>\n
176<\/td>\nJ.2 Out-of-plane Wall Anchorage Force Study <\/td>\n<\/tr>\n
179<\/td>\nJ.3 Stiffness of Wall Anchorage Connections
J.4 Transfer of Wall Anchorage Forces to Continuous Diaphragm Ties <\/td>\n<\/tr>\n
181<\/td>\nAPPENDIX K Analysis of Archetypes Using Uniform Nailing <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-1026, Seismic Design of Rigid Wall-Flexible Diaphragm Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2015<\/td>\n184<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":166887,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-166884","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/166884","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/166887"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=166884"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=166884"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=166884"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}