Reliability-based assessment of percentage combination rules considering the collapse performance of special concentrically braced frames

Author:

Wang Jianze,Burton Henry V.,Dai Kaoshan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. ASCE. ASCE/SEI 7-16 Minimum design loads and associated criteria for buildings and other structures. Reston, VA: American Society of Civil Engineers; 2016.

2. Hisada T, Miyamura M, Kan S, Hirao Y. Studies on the orthogonal effects in seismic analyses. Ninth World Conf. Earthq. Eng., Japan: 1988, p. 191–6.

3. Seismic behavior of 3D steel moment frame with biaxial columns;MacRae;J Struct Eng,2001

4. Elkady A, Lignos DG. Development of Bidirectional Cyclic Lateral Loading Protocols for Experimental Testing of Steel Wide-Flange Columns. 3rd Huixian Int. Forum Earthq. Eng. Young Res., Illinois, USA; 2017.

5. Khoshnoudian F, Poursha M. Responses of three dimensional buildings under bi-directional and unidirectional seismic excitations. Proc 13th World Conf Earthq Eng, Vancouver, Canada; 2004.

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