AISC D838 2023

$27.08

Design Guide 38: SpeedCore Systems for Steel Structures

Published By	Publication Date	Number of Pages
AISC	2023

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PDF Catalog

PDF Pages	PDF Title
1	SpeedCore Systems for Steel Structures
4	Copyright
5	Authors/Acknowledgments
6	Preface
7	Table of Contents
11	Chapter 1 Composite Plate Shear Walls—Concrete Filled (SpeedCore Systems) 1.1 Introduction
12	1.2 Practical Applications
15	1.3 Safety-Related Nuclear Structures
16	1.4 Background and Research
17	1.5 Specifications and Provisions
18	1.6 Design Guide Outlline
19	Chapter 2 Wind Design of SpeedCore Coupled and Uncoupled Systems 2.1 Design for Nonseismic Loading Combinations
21	2.2 Nonseismic Design Requirements for SpeedCore Systems
25	2.3 Coupling Beam Design Requirements
27	2.4 Connection Requirements 2.5 Diaphragms, Collectors, and Chords
30	2.6 Wind Design Procedure for SpeedCore Systems
33	2.7 Design Examples EXAMPLE 2.1—Wind Design of 15-Story Structure Using Uncoupled SpeedCore Systems
43	EXAMPLE 2.2—Wind Design of 15-Story Structure Using Coupled SpeedCore Walls
60	EXAMPLE 2.3—Wind Design of 22-Story Structure Using Coupled C-Shaped SpeedCore Walls
81	Chapter 3 Seismic Design of Uncoupled SpeedCore Walls 3.1 Overview 3.2 Design Requirements Based on 2022 AISC Seismic Provisions
85	3.3 General Design Procedure for Uncoupled Walls
90	3.4 Design Examples EXAMPLE 3.1— Seismic Design of 6-Story Structure Using Uncoupled SpeedCore Walls
103	EXAMPLE 3.2— Seismic Design of 18-Story Structure Using Uncoupled C-Shaped SpeedCore Walls
123	Chapter 4 Seismic Design of Coupled SpeedCore Walls 4.1 Overview
124	4.2 Design Requirements
134	4.3 General Design Procedure for Coupled Walls
143	4.4 Design Examples EXAMPLE 4.1— Seismic Design of Eight-Story Structure Using Coupled, Planar SpeedCore System
166	EXAMPLE 4.2— Seismic Design of 22-Story Structure Using Coupled, C-Shaped SpeedCore Walls
194	EXAMPLE 4.3— Continuous Web Plate Connection—Seismic Design of Coupling Beam-to-SpeedCore Wall Connection
200	EXAMPLE 4.4— Lapped Web Plate Connection—Seismic Design of Coupling Beam-to-Wall Connection
211	Chapter 5 Seismic Performance Evaluation 5.1 Modeling Approach
215	5.2 Seismic Performance of Coupled SpeedCore Systems
220	5.3 Seismic Performance Evaluation-FEMA P-695 Analysis
223	Chapter 6 Fire Design of SpeedCore Systems 6.1 Performance of SpeedCore Systems Under Fire Loading
226	6.2 Design Requirements for SpeedCore Walls Under Fire Loading
228	6.3 General Design Procedure for SpeedCore Walls Under Fire Loading
231	6.4 Design Example EXAMPLE 6.1— Fire Design of SpeedCore Walls
239	Appendix A Nominal Flexural Strength of SpeedCore Walls and Composite Coupling Beams (Plastic Stress Distribution Method) A.1 Planar SpeedCore Walls
241	A.2 C-Shaped SpeedCore Walls
247	A.3 Composite Coupling Beams
249	Symbols
255	References
258	Back Cover