Analysis and Design of Double-Sided High-Rise Steel Pallet Rack Frames-Reference-Cited by-同舟云学术

Analysis and Design of Double-Sided High-Rise Steel Pallet Rack Frames

Published:2004-07 Issue:7 Volume:130 Page:1011-1021
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Teh Lip H.¹,Hancock Gregory J.²,Clarke Murray J.³

Affiliation:

1. Honorary Associate, Dept. of Civil Engineering, Univ. of Sydney, NSW 2006, Australia.

2. BHP Steel Professor, Dept. of Civil Engineering, Univ. of Sydney, NSW 2006, Australia.

3. Structural Engineering Manager, Siemens Logistics and Assembly Systems Pty Ltd., Belrose, NSW 2085, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A7%281011%29

Reference50 articles.

1. American Iron and Steel Institute (AISI). (1996). “Specification for the design of cold-formed steel structural members.” Washington D.C.

2. American Society of Civil Engineers (ASCE). (1997). “Effective length and notional load approaches for assessing frame stability: Implications for American steel design.” New York.

3. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach

4. Flexural-torsional buckling of monosymmetric columns

5. Baldassino N. Bernuzzi C. and Zandonini R. (2000). “Experimental analysis on key components of steel storage pallet racking systems.” Proc. Structural Failure and Plasticity Melbourne X. L. Zhao and R. H. Grzebieta eds. Pergamon Amsterdam The Netherlands 859–864.

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