Overstrength and ductility factors for steel frames designed according to BS 5950
10.1061/(ASCE)0733-9445(2003)129:8(1019)
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sg-nus-scholar.10635-659592023-08-31T07:51:07Z Overstrength and ductility factors for steel frames designed according to BS 5950 Balendra, T. Huang, X. CIVIL ENGINEERING Ductility Seismic design Singapore Steel frames 10.1061/(ASCE)0733-9445(2003)129:8(1019) Journal of Structural Engineering 129 8 1019-1035 JSEND 2014-06-17T08:22:37Z 2014-06-17T08:22:37Z 2003-08 Article Balendra, T., Huang, X. (2003-08). Overstrength and ductility factors for steel frames designed according to BS 5950. Journal of Structural Engineering 129 (8) : 1019-1035. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:8(1019) 07339445 http://scholarbank.nus.edu.sg/handle/10635/65959 000184243800003 Scopus |
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Ductility Seismic design Singapore Steel frames Balendra, T. Huang, X. Overstrength and ductility factors for steel frames designed according to BS 5950 |
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10.1061/(ASCE)0733-9445(2003)129:8(1019) |
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CIVIL ENGINEERING |
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CIVIL ENGINEERING Balendra, T. Huang, X. |
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Article |
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Balendra, T. Huang, X. |
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Balendra, T. |
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Overstrength and ductility factors for steel frames designed according to BS 5950 |
title_short |
Overstrength and ductility factors for steel frames designed according to BS 5950 |
title_full |
Overstrength and ductility factors for steel frames designed according to BS 5950 |
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Overstrength and ductility factors for steel frames designed according to BS 5950 |
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Overstrength and ductility factors for steel frames designed according to BS 5950 |
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overstrength and ductility factors for steel frames designed according to bs 5950 |
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2014 |
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http://scholarbank.nus.edu.sg/handle/10635/65959 |
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