Thermal Effects on Curved Steel Box Girder Bridges and Their Countermeasures
Thermal Effects on Curved Steel Box Girder Bridges and Their Countermeasures
复制标题
曲线钢箱梁桥的热效应及对策
DOI:
10.1061/(asce)cf.1943-5509.0000952
复制
发表时间:
2017-04
影响因子:
2.5
通讯作者:
Lin J P
中科院分区:
文献类型:
--
作者:
Wang J F;Xu Z Y;Fan X L;Lin J P
AbstractOwing to its light self-weight, low heat capacity and large thermal expansion coefficient, the application of the curved steel box girder bridge with small and medium spans has gained popularity for the construction of urban infrastructure. However, sun exposure could easily increase the maximum temperature difference at the bottom of steel box beam by 25°C. With the effect of nonuniform temperature field and overloaded vehicles, the edge inside the curved steel box girder bridge may be separated from the remaining structure, resulting in overturning. Thus, more attention needs to be paid in order to prevent the separation. In this paper, an overturning resistance analysis of a three-span curved steel box girder bridge located in Hangzhou, China was performed. A model was proposed based on the measurement of temperature field to the steel box girder. The separating displacement due to temperature variations was predicted and verified by the measurement results. As a result, changes in supporting r...
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影响因子:
4.7
作者:
M. Tong;L. Tham;F. Au;P.K.K. Lee
通讯作者:
M. Tong;L. Tham;F. Au;P.K.K. Lee
影响因子:
3.6
作者:
M. Tong;L. Tham;F. Au
通讯作者:
M. Tong;L. Tham;F. Au
影响因子:
4.4
作者:
Sang Hyo Kim;K. I. Cho;J. Won;J. H. Kim
通讯作者:
Sang Hyo Kim;K. I. Cho;J. Won;J. H. Kim
DOI:
10.1061/(asce)0733-9445(1992)118:4(1090
发表时间:
1992-04
期刊:
Journal of Structural Engineering-asce
影响因子:
--
作者:
S. Moorty;C. Roeder
通讯作者:
S. Moorty;C. Roeder
DOI:
--
发表时间:
2009
期刊:
--
影响因子:
--
作者:
H. Backer;A. Outtier;P. Bogaert
通讯作者:
H. Backer;A. Outtier;P. Bogaert