Load distribution for composite steel-concrete horizontally curved box girder bridge
详细信息 查看全文
- 作者：S.J. Fatemi ; sfatemi@civeng.adelaide.edu.au" class="auth_mail" title="E-mail the corresponding author ; M.S. Mohamed Ali ali.mohamed@adelaide.edu.au" class="auth_mail" title="E-mail the corresponding author ; A.H. Sheikh sheikh@adelaide.edu.au" class="auth_mail" title="E-mail the corresponding author
- 关键词：Steel&ndash ; concrete composite deck slabs ; Load distribution factors ; Curved bridges ; Brace spacing ; Finite element analysis
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：January 2016
- 年：2016
- 卷：116
- 期：Complete
- 页码：19-28
- 全文大小：1437 K
文摘
- class="listitem" id="list_l0010">
- class="label">•
Load distribution factors (LDFs) of curved bridges are determined.
- class="label">•
Curvature ratio and number of cells have significant effects on LDFs for bending moment.
- class="label">•
The maximum spacing of the cross brace spacing should be not more than 5 m.
- class="label">•
LDFs for both bending moment and shear force of a curved bridge are greater than those for a straight bridge.