叶喀二级公路改建工程桥梁抗震设计 |
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引用本文: | 卢建,王立永. 叶喀二级公路改建工程桥梁抗震设计[J]. 北方交通, 2012, 0(7): 43-45 |
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作者姓名: | 卢建 王立永 |
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作者单位: | 中国公路工程咨询集团有限公司北京华景交通新技术开发有限公司,北京,100078 |
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摘 要: | 通过对叶喀二级公路改建工程桥梁按照《公路桥梁抗震设计细则》(JTG/T B02-01-2008)要求进行抗震设计情况的介绍,得出了平原地区类似低矮中小桥抗震分析控制设计的规律,并分析了《细则》颁布后桥梁桩柱配筋变化的情况。
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关 键 词: | 叶喀二级公路 桥梁抗震设计 桩柱配筋 |
Seismic Design for Bridge of Yeka Secondary Road Reconstruction Project |
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Affiliation: | LU Jian and others |
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Abstract: | According to the requirement of "Guidelines for Seismic Design of Highway Bridge"(JTG/T B02-01-2008),seismic design for bridge of Yeka secondary road reconstruction project is introduced,laws on seismic analysis and control design for similar low medium-size and small bridge in plain area are obtained,and the changes of reinforcing bars of bridge pier column are analyzed after the issuance of "Guidelines for Seismic Design of Highway Bridge". |
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Keywords: | Yeka secondary road Seismic design for bridge Reinforcing bars of bridge pier column |
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