Experimental and numerical study on cyclic behavior of eccentrically-compressed steel box columns-Reference-Cited by-同舟云学术

Experimental and numerical study on cyclic behavior of eccentrically-compressed steel box columns

Published:2015-11 Issue: Volume:96 Page:269-285
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Haifeng,Luo Yongfeng

Funder

National Natural Science Foundation of China

Science and Technology Project of Education Department in Fujian Province

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. Experimental and numerical analysis on steel box-section beam-columns under cyclic bending;Su;Adv. Steel Struct.,2005

3. Experimental study on the ultimate bearing capacity of welded box-section columns using Q460 high strength steel in bending and axial compression;Li;China Civ. Eng. J.,2012

4. The assessment of residual stresses in welded high strength steel box sections;Wang;J. Constr. Steel Res.,2012

5. Experimental study on hysteretic behavior of high strength steel box-section columns;Shi;J. Build. Struct.,2012

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