Seismic multi-objective optimization of vertically irregular steel frames with setbacks upgraded by buckling-restrained braces

Author:

Tu Xiang,He Zheng,Huang Guohui

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference53 articles.

1. ASCE 7-05. 2016. Minimum design loads for buildings and other structures (ASCE/SEI 7-05). including Supplement No.1, American Society of Civil Engineering, New York.

2. EC8. 2005. Design of Structures for Earthquake Resistance. Part I: General Rules, Seismic Actions and Rules for Buildings, CEN EN 1998–1. European Community for Standardization, Brussels, Belgium.

3. GB50011. 2010. Code for seismic design of buildings [in Chinese]. China Architecture and Building Press, Beijing, China.

4. IS-1893. 2002. Indian standard criteria for earthquake resistant design of structures, part 1: general provisions and buildings. 5th ed. Bureau of Indian Standards, New Delhi, India.

5. Qualitative review of seismic response of vertically irregular building frames;Soni;ISET J Earthq Technol, Technical Note,2006

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