Calculation of slenderness ratio for laced columns with serpentine and crosswise lattices-Reference-Cited by-同舟云学术

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Calculation of slenderness ratio for laced columns with serpentine and crosswise lattices

Published:2011-01 Issue:1 Volume:67 Page:25-29
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Razdolsky A.G.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Theory and design of steel structures;Ballio,1983

2. Guide to stability design criteria for metal structures;Galambos,1998

3. ANSI/AISC 360-05. Specification for structural steel buildings. Chicago (IL): American Institute of Steel Construction, Inc.; 2005. p. 32–7.

4. Steel design;Segui,2007

5. Structural steel design;McCormac,2007

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1. Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics;Journal of Structural Engineering;2024-10

2. Tests on CFS Laced Columns Composed of Plain Channels: Behavior and Design;Journal of Structural Engineering;2022-05

3. Influence of lacing bars on the buckling capacity of four-legged latticed columns considering geometric imperfections;Science Progress;2021-04

4. Experimental study on the compression of concrete filled steel tubular latticed columns with variable cross section;Steel and Composite Structures;2016-10-30

5. Revision of Engesser’s Approach to the Problem of Euler Stability for Built-Up Columns with Batten Plates;Journal of Engineering Mechanics;2014-03

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