Application of AISC Specification Requirements for Second-Order Analysis and Stability Design

被引：1

作者：

Sabelli R. ^{[1
]}

Adams A. ^{[2
]}

Landis D. ^{[3
]}

机构：

[1] San Francisco, CA

[2] Bentley Systems, Oceanside, CA

[3] Kansas City, MO

来源：

Engineering Journal | 2023年 / 60卷 / 03期

关键词：

direct analysis method; effective length; first-order analysis; stability;

D O I：

10.62913/engj.v60i3.1209

中图分类号：

T-65 [工业规程与标准];

学科分类号：

摘要：

Design for stability is inherent in the proper design of every steel structure. As such, every engineer using the AISC Specification (2022) must understand the requirements for stability design and how their own methods (including computer analyses) address the relevant considerations. This discussion provides specific, concise guidance on the application of AISC Specification requirements for stability design and second-order analysis for the practicing engineer. © 2023, American Institute of Steel Construction Inc.. All rights reserved.

引用

页码：155 / 174

页数：19

共 17 条

[1]

Steel Construction Manual, (2023)

[2]

Specification for Structural Steel Buildings, (2022)

[3]

Minimum Design Loads for Buildings and Other Structures, (2010)

[4]

Minimum Design Loads and Associated Criteria for Buildings and Other Structures, (2022)

[5]

Carter C.J., Geschwindner L.F., A Comparison of Frame Stability Analysis Methods in ANSI AISC 360-05, Engineering Journal, AISC, 45, 3, pp. 159-170, (2008)

[6]

Flores F., Charney F.A., Lopez-Garcia D., The Influence of Accidental Torsion on the Inelastic Dynamic Response of Buildings During Earthquakes, Earthquake Spectra, 34, 1, pp. 21-53, (2018)

[7]

Geschwindner L.F., A Practical Approach to Frame Analysis, Stability and Leaning Columns, Engineering Journal, AISC, 39, 4, pp. 167-181, (2002)

[8]

Griffis L.G., Serviceability Limit States under Wind Loads, Engineering Journal, AISC, 30, 1, pp. 1-16, (1993)

[9]

Griffis L.G., White D.W., Stability Design of Steel Buildings, Design Guide 28, (2013)

[10]

LeMessurier W.J., A Practical Method of Second Order Analysis Part 2

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