Research on end-plate connection with non-completely penetrated welds

Author:

Chen Yiyi,Wang Sufang

Publisher

Elsevier BV

Subject

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

Reference14 articles.

1. Cyclic loading of end plate moment connections;Adey;Canadian Journal of Civil Engineering,2000

2. American Institute of Steel Construction, Inc. (AISC). ANSI/AISC 341-02. Seismic provisions for structural steel buildings. AISC, Chicago, IL, May 21. 2002

3. American Institute of Steel Construction, Inc. (AISC), ANSI/AISC 360-05. Specification for structural steel buildings. AISC, Chicago, IL, March 9. 2005

4. Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture;Azuma;Engineering Structures,2000

5. CECS 102:2002. Technical specification for steel structure of light-weight buildings with gabled frames [in Chinese]

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