2013Applied Mechanics and MaterialsRequires access

The Seismic Analysis of an Exhibition in Shanxi

Zhao Lv

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Abstract

In order to quantify the goal of earthquake-proof, such as minor earthquake, earthquake repair and earthquake does not fall, the project will analyze the seismic performance in three stages according to the sub-structure of small earthquakes, moderate earthquake, large earthquake. First, in the small earthquakes stage the method of MIDAS finite element analysis software will be used to calculate and analyze, meanwhile, the method of flexible schedule analysis will be as a supplementation to seismic checking. Second, in the stage of moderate earthquake, the data is calculated by adjusting the corresponding parameter values. Third, in the large earthquake stage, Pushover Analysis will be adopted. The aim is to identify weaknesses and to propose corresponding seismic measures in the structure by the Seismic performance analysis.

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What this paper is about

In order to quantify the goal of earthquake-proof, such as minor earthquake, earthquake repair and earthquake does not fall, the project will analyze the seismic performance in three stages according to the sub-structure of small earthquakes, moderate earthquake, large earthquake. First, in the small earthquakes stage the method of MIDAS finite element analysis software will be used to calculate and analyze, meanwhile, the method of flexible schedule analysis will be as a supplementation to seismic checking. Second, in the stage of moderate earthquake, the data is calculated by adjusting the corresponding parameter values. Third, in the large earthquake stage, Pushover Analysis will be adopted. The aim is to identify weaknesses and to propose corresponding seismic measures in the structure by the Seismic performance analysis.

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Available abstract

In order to quantify the goal of earthquake-proof, such as minor earthquake, earthquake repair and earthquake does not fall, the project will analyze the seismic performance in three stages according to the sub-structure of small earthquakes, moderate earthquake, large earthquake. First, in the small earthquakes stage the method of MIDAS finite element analysis software will be used to calculate and analyze, meanwhile, the method of flexible schedule analysis will be as a supplementation to seismic checking. Second, in the stage of moderate earthquake, the data is calculated by adjusting the corresponding parameter values. Third, in the large earthquake stage, Pushover Analysis will be adopted. The aim is to identify weaknesses and to propose corresponding seismic measures in the structure by the Seismic performance analysis.

Key concepts: Earthquake simulation, Seismology, Geology, Types of earthquake, Seismic microzonation, Incremental Dynamic Analysis, Earthquake scenario, Schedule

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