Three-dimensional seismic fragility analysis method for bridge structure

A 3D seismic and bridge structure technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve the problem that cannot be used in 3D seismic vulnerability, seismic vulnerability analysis and research have not been reported, comprehensive consideration of damage indicators and other issues to achieve accurate and reliable calculation results

Active Publication Date: 2017-06-27
SOUTHWEST JIAOTONG UNIV
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Problems solved by technology

[0004] At present, scholars from all over the world widely use seismic vulnerability analysis methods to evaluate the seismic performance of various bridge structures. The vulnerability analysis under the action of two-dimensional earthquake (longitudinal + lateral) is carried out, but at this time only two-direction earthquake is applied, the definition of damage index and the assessment of vulnerability are still carried out in two directions, and the damage Considering all indicators comprehensively, there is no report on the analysis and research on the seismic vulnerabi

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  • Three-dimensional seismic fragility analysis method for bridge structure
  • Three-dimensional seismic fragility analysis method for bridge structure
  • Three-dimensional seismic fragility analysis method for bridge structure

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[0043] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention.

[0044] Such as figure 1 As shown, the present invention introduces the engineering structure reliability theory into the seismic vulnerability analysis of the bridge structure, and realizes the vulnerability analysis of the bridge structure under the action of three-dimensional earthquakes for the first time. The present invention aims at the current seismic vulnerability analysis method, the existing bridge structure seismic vulnerability damage index can only evaluate the seismic damage of a single direction (longitudinal or transverse) component, and cannot realize the damage evaluation of the bridge component under three-dimensional earthquake. The existing vulnerability calculation methods are methods established on the basis of one-dimensional damage index (single damage ind...

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Abstract

The invention discloses a three-dimensional seismic fragility analysis method for a bridge structure. The method aims at the condition that a common seismic fragility calculation method cannot be used for carrying out three-dimensional seismic fragility calculation at present. According to the method, damage state equations used for assessing seismic damage of bridge members under a three-dimensional seismic effect is proposed firstly; for calculating damage probabilities of the members, a three-dimensional seismic fragility calculation theory of the bridge structure is detailedly derived and established by applying an engineering structure reliability theory, a probability theory and a mathematical statistics method according to characteristics of the damage state equations; and on the basis of fully considering parameter uncertainty of the bridge structure and uncertainty of seismic oscillation, an incremental dynamic analysis method and a finite element method are introduced. According to the analysis method, a derivation process has a better theoretical basis, and a calculation result is more accurate and reliable; and the method makes a breakthrough progress in the field of fragility research, and one-dimensional seismic fragility analysis is upgraded to three-dimensional seismic fragility analysis in existing research field, so that fragility assessment of the bridge structure under the three-dimensional seismic effect is realized.

Description

technical field [0001] The invention relates to the technical field of seismic intensity analysis, in particular to a method for analyzing the three-dimensional seismic vulnerability of bridge structures. Background technique [0002] Earthquakes have been frequent in my country in recent years. Wenchuan, Yushu, Lushan, Yingjiang and other earthquakes have caused the collapse of a large number of buildings and bridge structures, causing heavy casualties and national economic losses. As the bridge structure of the traffic throat, once an earthquake occurs, it will collapse or severe damage, will inevitably affect the normal operation of the entire transportation network and hinder the disaster relief work after the earthquake, which will cause huge indirect losses. Pay attention to. [0003] The actual ground motion is a three-dimensional seismic motion in space, and the structural response of bridge structures under three-dimensional earthquake action is very complex, especia...

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Application Information

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IPC IPC(8): G06F17/50
CPCG16Z99/00
Inventor 单德山董俊李乔
Owner SOUTHWEST JIAOTONG UNIV
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