Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950-Reference-Cited by-同舟云学术

Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950

Published:2003-08 Issue:8 Volume:129 Page:1019-1035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Balendra T.¹,Huang X.²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, NUS, 10 King Ridge Crescent, Singapore 119260, Singapore.

2. Graduate Student, Dept. of Civil Engineering, National Univ. of Singapore, NUS, 10 King Ridge Crescent, Singapore 119260, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A8%281019%29

Reference18 articles.

1. Analysis of long-distance earthquake tremors and base shear demand for buildings in Singapore

2. Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110

3. British Standards Institution (BSI). (1972). “CP3: Code of basic data for the design of buildings Chapter V. Loading. Part 2. Wind loads.” British Standards Institution London.

4. British Standards Institution (BSI). (1990). “BS 5950: Structural use of steelwork in building. Part 1 1990.” British Standards Institution London.

5. Bruneau M. Uang C. M. and Whittaker A. (1998). Ductile design of steel structures McGraw-Hill New York 381–409.

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