本文已被：浏览 2705次 下载 81次
投稿时间：2012-06-25 修订日期：2012-10-07
投稿时间：2012-06-25 修订日期：2012-10-07
中文摘要: 强震作用下排架式渡槽结构易发生损伤开裂破坏，使结构整体抗震性能发生改变。基于混凝土塑性损伤本构模型，采用等效弹簧模拟桩-土之间的动力相互作用及温降法模拟槽身三向预应力钢筋作用，应用时域分析法对某大型排架式U型渡槽在强震作用下的动力响应规律及损伤破坏发展过程进行分析，得到强震作用下排架式渡槽的破坏模式及抗震薄弱部位，研究排架式渡槽结构的整体抗震特性。研究表明，在强震作用下结构损伤破坏较大区域主要集中于下部排架盖梁、连系梁与排架柱交接的部位，可能出现混凝土开裂现象，是该排架式渡槽结构的抗震薄弱环节，而槽身整体破坏性较小。对于地震烈度较高地区的排架式渡槽结构，应重点关注下部支撑结构的抗震安全性。
Abstract:The bent-type aqueduct structure is prone to injury under strong earthquakes, and the structure’s overall anti-seismic performance changes. Based on the concrete plastic damage constitutive model, the equivalent spring model was applied to stimulate the SSI while a temperature drop process was applied to stimulate the effect of pre-stressed steel bars in the aqueduct. In addition, the overall anti-seismic performance of bent-type aqueduct structure was studied through analyzing the dynamic response law and damage development process of a large bent-type U-shaped aqueduct under strong earthquakes by applying time-domain analysis. The research results indicated that under strong earthquakes, the bent frame joints are the anti-seismic weak parts of aqueduct, while overall damage of groove body is less likely. For bent-type aqueduct structures which are located in areas with high seismic intensity, main attention should be paid to the anti-seismic safety of the lower part of the support structure.
文章编号：201200480 中图分类号： 文献标志码：
基金项目:国家创新研究群体科学基金资助项目（51021004）
作者简介:
引用文本：
张社荣,冯奕,王高辉.强震作用下大型排架式U型渡槽的损伤破坏分析[J].工程科学与技术,2013,45(1):37-43.
Zhang Sherong,Feng Yi,Wang Gaohui.Seismic Damage Analysis of U-shaped Aqueduct with the Bent-type Structure Subjected to Strong Earthquake[J].Advanced Engineering Sciences,2013,45(1):37-43.
引用文本：
张社荣,冯奕,王高辉.强震作用下大型排架式U型渡槽的损伤破坏分析[J].工程科学与技术,2013,45(1):37-43.
Zhang Sherong,Feng Yi,Wang Gaohui.Seismic Damage Analysis of U-shaped Aqueduct with the Bent-type Structure Subjected to Strong Earthquake[J].Advanced Engineering Sciences,2013,45(1):37-43.