{"id":79037,"date":"2024-10-17T18:28:20","date_gmt":"2024-10-17T18:28:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410608-2010\/"},"modified":"2024-10-24T19:38:54","modified_gmt":"2024-10-24T19:38:54","slug":"asce-9780784410608-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410608-2010\/","title":{"rendered":"ASCE 9780784410608 2010"},"content":{"rendered":"
This report synthesizes the existing information on hybrid coupled wall (HCW) systems into helpful recommendations pertaining to their seismic analysis and design.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | List of Variables <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1 Introduction <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.1 Application 1.2 Scope <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2 System Behavior, Analysis, and Design Considerations <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 2.1 Selection of Coupling Ratio <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2.2 Analysis Models for HCWs <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.2.1 Equivalent Frame Models <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2.2.2 Finite Element Models 2.3 System Design Philosophy <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3 Prescriptive Design Method (PrDM) 3.1 Classification According to Current Provisions 3.2 System Analysis 3.2.1 Wall Model <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 3.2.2 Coupling Beam Model 3.2.3 Beam-Wall Connection Model <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 3.3 Vertical Redistribution of Coupling Beam Forces 3.4 Beam and Wall Overstrength <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 3.5 Design Process <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 4 Performance-Based Design Method (PBDM) 4.1 Performance Objectives <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 4.2 Recommended Analysis Methods <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 4.3 Modeling Guidance 4.3.1 Load Model <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 4.3.2 Component Force-Deformation Response for Nonlinear Analysis Procedures 4.3.3 Simplified Model for Nonlinear Static Procedure 4.4 Preliminary Proportioning <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 4.4.1 Method of Determining Trial Proportioning for HCWs <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 4.5 Acceptance Criteria 4.5.1 Coupling Beams 4.5.2 Reinforced Concrete Wall Piers <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 4.5.3 Beam-Wall Connection 4.6 Design Process <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 5 Component Design 5.1 Coupling Beam Design 5.1.1 Composite versus Non-Composite Coupling Beams <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 5.1.2 Coupling Beam Bracing 5.2 Beam-Wall Connection Design 5.2.1 Embedment Length Calculation <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 5.2.2 Wall Boundary Regions at Beam Embedment <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 5.2.3 Top Beam-Wall Connections 5.2.4 Joint Constructibility Issues <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 5.3 Wall Pier Design 5.3.1 Flexural and Axial Strength Interaction 5.3.2 Base Shear Magnification <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 5.3.3 Wall Shear Strength 5.3.4 Special Detailing of Shear Wall Boundary Elements <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 5.3.5 Force Transfer at Base of Wall <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 6 Alternative Hybrid Wall Systems 6.1 Unbonded Post-Tensioned Coupled Wall Systems <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 6.2 Steel Coupling Beam with Fuse <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 6.3 Composite Shear Plate Coupling Beam <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Appendix I: Development of Fundamental Wall Geometry <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Appendix II: References <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Index A B C D E H M O P <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | R S W X <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Recommendations for Seismic Design of Hybrid Coupled Wall Systems<\/b><\/p>\n |