Specific Architectural and Structural Design of an Earthquake Disaster Management Multi-Purpose Complex

M. Hosseini, V. Ghobadian, R. Alizadeh
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引用次数: 1

Abstract

Iran is one of the most seismic countries in the world, a lot of earthquakes occur in Iran every year. Some actions and researches have been done about Earthquake Disaster Risk Management field since 1990 after large earthquake of Manjil-Rudbar in Iran. One of the main subjects of Earthquake Disaster Risk Management is Community base Disaster risk Management (CBDRM). This paper presents the idea of Earthquake Disaster Management Multipurpose Complex (EDMMC) with self-help neighborhood approach that has been proposed for making CBDRM feasible in each neighborhood of a large city like Tehran, The case study is Youssef Abad-region6-Tehran. Furthermore, in structural Design, the seismic behavior of Earthquake Disaster Management Multipurpose Complex (EDMMC) was evaluated using dynamic nonlinear analysis. In total, three different structures (the building of a training complex with a typical foundation (M1 ), the steel building of the training complex with a LRB base-isolator (M2 ), and the steel building of the training complex with rocking structural systems (M3 )) were studied applying three earthquakes of Northridge, Kobe, and Chi-Chi. Several seismic parameters were also evaluated including time history of displacement (displacementtime), time history of base shear (force-time), and the hysteresis diagram (force-displacement). The results indicate the appropriate function of the selected M2 and M3 model in controlling and decreasing the seismic responses of the structure.
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地震灾害管理多用途综合大楼的具体建筑结构设计
伊朗是世界上地震最频繁的国家之一,每年都会发生很多地震。自1990年伊朗曼吉-鲁德巴大地震发生以来,在地震灾害风险管理领域进行了一些行动和研究。基于社区的地震灾害风险管理是地震灾害风险管理的主要课题之一。本文提出了地震灾害管理多用途综合体(EDMMC)的想法,并提出了自助社区方法,使CBDRM在德黑兰等大城市的每个社区都可行,案例研究是Youssef Abad-region6-Tehran。此外,在结构设计中,采用动力非线性分析方法对地震灾害管理综合设施的抗震性能进行了评价。在北岭、神户和赤赤三次地震中,研究了三种不同的结构(典型基础的训练馆建筑(M1)、LRB基础隔振器的训练馆钢结构建筑(M2)和摇摆结构体系的训练馆钢结构建筑(M3))。还评估了几个地震参数,包括位移时程(位移时间)、基底剪切时程(力-时间)和滞后图(力-位移)。结果表明,所选择的M2和M3模型在控制和降低结构的地震反应方面具有适当的作用。
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