System-based design of planar steel frames, II: Reliability results and design recommendations
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- 作者：Hao Zhanga ; hao.zhang@sydney.edu.au" class="auth_mail" title="E-mail the corresponding author ; Shabnam Shayana ; shabnam.shayan@sydney.edu.au" class="auth_mail" title="E-mail the corresponding author ; Kim J.R. Rasmussena ; kim.rasmussen@sydney.edu.au" class="auth_mail" title="E-mail the corresponding author ; Bruce R. Ellingwoodb ; bre@engr.colostate.edu" class="auth_mail" title="E-mail the corresponding author
- 关键词：Buildings (codes) ; Advanced analysis ; Inelastic analysis ; Structural reliability ; Steel ; Structural engineering ; Nonlinear frame analysis ; Probability-based design
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：August 2016
- 年：2016
- 卷：123
- 期：Complete
- 页码：154-161
- 全文大小：769 K
文摘
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System resistance factors were developed for a series of planar low- to mid-rise braced and rigid frames.
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Various load combinations and failure modes were considered in developing the system resistance factors.
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Different target reliability levels were considered.
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Recommendations are made for the appropriate target reliabilities and system resistance factors for system design.