地下大断面薄钢结构地震响应的试验研究及数值分析  

EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF SEISMIC RESPONSE OF EMBEDDED LARGE-SPAN CORRUGATED STEEL CULVERT

作　　者：车爱兰[1] 岩楯敞广[2] 葛修润[1] 

机构地区：[1]上海交通大学船舶海洋与建筑工程学院,上海200030 [2]首都大学东京都市环境学部

出　　处：《岩石力学与工程学报》2006年第z2期4052-4058,共7页Chinese Journal of Rock Mechanics and Engineering

摘　　要：为明确地下大断面薄钢结构的安全实用性,进行1/16大断面薄钢结构的系列模型振动试验、实际规模结构的现场试验和有限元分析。在把握作用于模型的地震动土压力及结构的应变状况的基础上,对施工过程中结构的响应特性及土压力的变化等进行研究。明确地下大断面薄钢结构的地震及施工时的安全性,为今后大断面薄钢结构的设计、施工提供依据。In order to clarify the dynamic and static stabilities of embedded large-span corrugated steel culverts,a series of scaled-model shaking table tests(two different types of 1/16-scaled models of the corrugated culvert),the field tests of the proto-type models and simulation analyses using finite element method were performed.The dynamic behaviors and the seismic stability due to strong earthquakes like Hyogoken-Nanbu Earthquake happened in 1995,the stability of the embedded corrugated steel culverts during execution were evaluated.According to these studies,the dynamic strains of the embedded culvert models and the seismic soil pressure acting on the models due to sinusoidal and random strong motions were investigated.The static responses,strains of the models,and the static soil pressure acting on the models were evaluated,too.From this study,it was verified that the corrugated culvert model was subjected to dynamic horizontal forces(lateral seismic soil pressure) from the surrounding ground,which caused the large bending strains against the structure.And the structures did not exceed the allowable plastic deformation and did not collapse completely due to the strong earthquake motions like Hyogoken-Nanbu Earthquake,so was it during the execution process.The results obtained are useful for design,construction of the embedded large-span corrugated steel culverts.

关 键 词：结构力学 地下大断面薄钢结构 模型振动试验 现场试验 阪神?淡路大地震 有限元分析 

分 类 号：TU311[建筑科学—结构工程]