Influence Parameter Research on the Low Cycle Fatigue Life for Welded I-Section Bracings

Author:

Li Qilian,Yu Haifeng,Du Shoujun

Publisher

Elsevier BV

Subject

General Engineering

Reference6 articles.

1. Behavior of square hollow structural steel braces with end connections under reversed cyclic axial loading [J];Shaback;Canadian Journal of Civil Engineering.,2003

2. Lian weian. Low-cycle fatigue behavior and application of welded I-section bracing members. PH.D, thesis, Harbin institute of technology, 2006.

3. Yu haifeng. Aseismic performance of welded I-section steel bracings and concentrically braced steel frames. PH.D, thesis, Harbin institute of technology, 2009.

4. Experimental study on low-cycle fatigue behavior of welded I- section steel bracing members under constant amplitude reveresd cyclic axial loading [J];Zhang Yaochun;Journal of southeast university.,2009

5. Numerical simulation on the low-cycle fatigue behaviour for welded I-section Q235 steel bracing members [J];Haifeng;Construction Technology.,2010

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