摘要
对54个双层球面网壳模型在罕遇地震下的弹塑性响应进行了计算。网壳模型中杆件截面按非地震工况下的满应力设计确定,并满足小震作用下的结构验算。计算时考虑网壳和下部结构的协同工作。杆单元采用能够同时考虑受拉屈服和受压屈曲的等效弹塑性滞回模型。根据计算结果,考察了网壳跨度、矢跨比、支座连接条件、下部结构形式以及地震波选取对结构塑性区域、塑性发展程度以及残余变形的影响。研究表明,罕遇地震下双层球面网壳的薄弱区域不全出现在临支座区域。当网壳受下部结构约束较强或跨度和矢跨比均较大时,发生残余塑性应变的杆件大多出现在网壳中间圈层区域。跨度、矢跨比和支座条件是影响塑性杆件分布和塑性应变大小的三个敏感因素。但所有模型并没有在罕遇地震下出现倒塌。
Abstract
The elasto-plastic responses of 54 double-layer spherical reticulated shell models are calculated. The cross-sectional size of members in those reticulated shell models is determined by the structural full-stress design under non-seismic load cases, and also satisfied by the check of frequently occurred earthquake. The interaction between reticulated shell and its substructure is considered in numerical computation. An equivalent elasto-plastic hysteretic model, which can simultaneously deal with both the tensile yielding and the compressive buckling of bar element, is adopted. According to the results of numerical computation, the structural plastic region, magnitude of plastic strain and residual deformation effected by the span of shell, rise-span ratio, connection condition of abutment, layout of substructure and choice of ground motion are analyzed. The results reveal that the weak regions of double-layer spherical reticulated shells under rare earthquake are not quite near the abutments. For those reticulated shells strongly constrained by substructure or with longer span and high rise-span ratio, the members with residual plastic strain are mainly located in the inner annular region near the center of shell. The span of shell, rise-span ratio and connection condition of abutment are three main sensitive parameters to the distribution of plastic members and the magnitudes of their plastic strains. However, no collapse occurs for all numerical models under rare earthquake.
关键词
双层网壳 /
球面网壳 /
罕遇地震 /
破坏模式 /
弹塑性响应。
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Key words
double-layer reticulated shell /
spherical reticulated shell /
rare earthquake /
damage mode /
elasto-plastic response.
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刘河江;邓 华.
罕遇地震下双层球面网壳的弹塑性动力响应分析[J]. 振动与冲击, 2012, 31(24): 161-167
LIU Hejiang; DENG Hua.
Analysis on the elasto-plastic dynamic response of double-layer spherical reticulated shells under rare earthquake[J]. Journal of Vibration and Shock, 2012, 31(24): 161-167
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脚注
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