{"id":463898,"date":"2024-10-20T10:31:23","date_gmt":"2024-10-20T10:31:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d838-2023\/"},"modified":"2024-10-26T19:24:01","modified_gmt":"2024-10-26T19:24:01","slug":"aisc-d838-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d838-2023\/","title":{"rendered":"AISC D838 2023"},"content":{"rendered":"
There<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | SpeedCore Systems for Steel Structures <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Copyright <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Authors\/Acknowledgments <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Chapter 1 Composite Plate Shear Walls\u2014Concrete Filled (SpeedCore Systems) 1.1 Introduction <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1.2 Practical Applications <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 1.3 Safety-Related Nuclear Structures <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 1.4 Background and Research <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.5 Specifications and Provisions <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1.6 Design Guide Outlline <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Chapter 2 Wind Design of SpeedCore Coupled and Uncoupled Systems 2.1 Design for Nonseismic Loading Combinations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 2.2 Nonseismic Design Requirements for SpeedCore Systems <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.3 Coupling Beam Design Requirements <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.4 Connection Requirements 2.5 Diaphragms, Collectors, and Chords <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2.6 Wind Design Procedure for SpeedCore Systems <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 2.7 Design Examples EXAMPLE 2.1\u2014Wind Design of 15-Story Structure Using Uncoupled SpeedCore Systems <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | EXAMPLE \n 2.2\u2014Wind Design of 15-Story Structure Using Coupled SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | EXAMPLE \n 2.3\u2014Wind Design of 22-Story Structure Using Coupled C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Chapter 3 Seismic Design of Uncoupled SpeedCore Walls 3.1 Overview 3.2 Design Requirements Based on 2022 AISC Seismic Provisions <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | 3.3 General Design Procedure for Uncoupled Walls <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 3.4 Design Examples EXAMPLE 3.1\u2014 Seismic Design of 6-Story Structure Using Uncoupled SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | EXAMPLE 3.2\u2014 Seismic Design of 18-Story Structure Using Uncoupled C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Chapter 4 Seismic Design of Coupled SpeedCore Walls 4.1 Overview <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 4.2 Design Requirements <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 4.3 General Design Procedure for Coupled Walls <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 4.4 Design Examples EXAMPLE 4.1\u2014 Seismic Design of Eight-Story Structure Using Coupled, Planar SpeedCore System <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | EXAMPLE 4.2\u2014 Seismic Design of 22-Story Structure Using Coupled, C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | EXAMPLE 4.3\u2014 Continuous Web Plate Connection\u2014Seismic Design of Coupling Beam-to-SpeedCore Wall Connection <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | EXAMPLE 4.4\u2014 Lapped Web Plate Connection\u2014Seismic Design of Coupling Beam-to-Wall Connection <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Chapter 5 Seismic Performance Evaluation 5.1 Modeling Approach <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | 5.2 Seismic Performance of Coupled SpeedCore Systems <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | 5.3 Seismic Performance Evaluation-FEMA P-695 Analysis <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Chapter 6 Fire Design of SpeedCore Systems 6.1 Performance of SpeedCore Systems Under Fire Loading <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 6.2 Design Requirements for SpeedCore Walls Under Fire Loading <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | 6.3 General Design Procedure for SpeedCore Walls Under Fire Loading <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | 6.4 Design Example EXAMPLE 6.1\u2014 Fire Design of SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | Appendix A Nominal Flexural Strength of SpeedCore Walls and Composite Coupling Beams (Plastic Stress Distribution Method) A.1 Planar SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | A.2 C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | A.3 Composite Coupling Beams <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | Symbols <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | Back Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design Guide 38: SpeedCore Systems for Steel Structures<\/b><\/p>\n |