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城轨交通高架桥墩顶纵向刚度的设计探讨
引用本文:延波.城轨交通高架桥墩顶纵向刚度的设计探讨[J].都市快轨交通,2007,20(3):30--32.
作者姓名:延波
作者单位:北京城建设计研究总院,北京,100037
摘    要:对桥墩纵向刚度进行计算,分析影响桥梁下部结构刚度的主要因素,包括桩径、桩间距以及墩截面几何尺寸.探讨在相同刚度的条件下,如何合理选择墩柱刚度及基础刚度,以保证结构受力合理且经济性好.

关 键 词:轨道交通  高架桥  墩顶纵向刚度  优化
修稿时间:2006-11-292007-02-26

Discussion on the Longitudinal Stiffness of Elevated Bridge Piers in Urban Rail Transit
Yan Bo.Discussion on the Longitudinal Stiffness of Elevated Bridge Piers in Urban Rail Transit[J].Urban Rapid Rail Transit,2007,20(3):30--32.
Authors:Yan Bo
Institution:Beijing Urban Engineering Design and Research Institute, Co., Ltd., Beijing 100037
Abstract:This paper analyzes the influence of pile spacing, pile diameter and pier cross-section on the stiffness of bridge foundation through the calculation of the longitudinal stiffness at pier-top. It also discusses how to select the reasonable pier stiffness and foundation stiffness under the condition of the same longitudinal stiffness, so as to guarantee the structural design to be rational and economical.
Keywords:rail transit  elevated bridge  longitudinal stiffness at pier-top  optimization
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