首页> 外文会议>Engineers Society of Western Pennsylvania Annual International Bridge Conference; 20060612-14; Pittsburgh,PA(US) >SEISMIC PERFORMANCE OF MULTISIMPLE-SPAN SKEW BRIDGES RETROFITTED WITH LINK SLABS
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SEISMIC PERFORMANCE OF MULTISIMPLE-SPAN SKEW BRIDGES RETROFITTED WITH LINK SLABS

机译:用连接板改造的多跨跨斜桥的抗震性能

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摘要

Investigation of more than hundred highway bridges revealed that multisimple-span skew bridges were widely used in Turkey. This paper focuses on evaluating the seismic behavior of the skew multisimple-span bridges and also discusses the use of reinforced concrete link slabs as a seismic retrofit option.
机译:对一百多座公路桥的调查表明,多跨跨度斜桥在土耳其得到了广泛使用。本文着重评估斜交多跨桥梁的抗震性能,并讨论了将钢筋混凝土连接板作为抗震加固方案的用途。

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