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您現(xiàn)在的位置:建筑結構>> 期 刊>> 2009年>> 增刊02期>>正文內容
汶川地震都江堰市建筑結構震害詳查與分析
劉國興1,楊慶山1,溫 軍2
摘 要

劉國興1,楊慶山1,溫  軍2
(1 北京交通大學土木建筑工程學院,北京100044; 2北京建工集團有限責任公司,北京100055)

[摘要] 介紹了震后工程震害科考工作的方法和內容,分析總結了四川地震重災區(qū)都江堰的考察資料,得到了不同時期、不同抗震規(guī)范下建筑物抗震性能的演變過程,不同結構形式抗震性能的差異及原因,不同結構層數(shù)的破壞特點。總結了汶川地震的結構破壞特點。
[關鍵詞] 汶川地震;都江堰;科學考察;工程震害

Survey and analysis on seismic damage of strucNres of Dujiangyan in the Wenchuan earthquake
Liu Guoxing1, Yang Qingshan1, Wen Jun2
(1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2 Beijing Construction Engineering Group Co., Ltd., Beijing 100055, China)

Abstract: The methods and contents of scientific investigation on engineering seismic damage after the earthquake are introduced. The seismic damage data of Dujiangyan, which is a seriously disastrous area in Sichuan, are analyzed and summarized. By analyzing the data and images, the evolution of buildings anti-seismic performance under different seismic norms of different periods, analysis on the anti-seismic performance difference between different forms of structures, the reasons for the differences are presented. The characteristics of the destruction of structures with different stories are included. The characteristics of seismic damage of structures in this earthquake are summed up.
Keywords: Wenchuan earthquake; Dujiangyan; scientific investigation; seismic damage of structures

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