Method for evaluating damage loss rate of buildings under action of landslide instability movement

An evaluation method and building technology, applied in special data processing applications, instruments, calculations, etc., to achieve the effect of objective analysis process and enhanced accuracy

Active Publication Date: 2014-09-24
CHONGQING UNIV
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

However, in the prior art, there is still a lack of a scientific method that can effectively evaluate the de

Method used

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  • Method for evaluating damage loss rate of buildings under action of landslide instability movement
  • Method for evaluating damage loss rate of buildings under action of landslide instability movement
  • Method for evaluating damage loss rate of buildings under action of landslide instability movement

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Embodiment

[0051] Step 1: Select the landslide to be measured. The sliding body measured in the present embodiment shows as image 3 As shown, the specific material parameters of the sliding body are: the weight of the sliding body = 16kN / m3, the internal friction angle of the sliding body material , the cohesive force of the slip material c=30kPa, the elastic modulus E of the slip material 0 =15MPa, the initial velocity of sliding body v 0 =0, the coefficient of friction between the sliding body and the sliding surface f=0.25.

[0052] The inclination angle of each segment of the sliding surface of the landslide is:

[0053]

[0054] Among them, x represents the value of the horizontal distance.

[0055] In this embodiment, the distance between the toe of the landslide and the impacted building is set to three different situations, which are 10m, 15m, and 20m respectively.

[0056] Step 2: Establish the spring deformation block analysis model of the landslide, the established s...

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Abstract

The invention provides a method for evaluating the damage loss rate of buildings under the action of landslide instability movement. The method comprehensively considers the action force of the landslide movement on the buildings after landslide instability occurs and the resistivity of the buildings under the action of landslide bodies, a spring deformation block analysis model of a landslide is built to analyze the movement process after landslide instability occurs, then the action force of the landslide on the buildings is determined and serves as the impact resistivity value of the buildings, then through calculation of interlamination yield shearing force of the impacted building framework structures, the impact resistivity value of the impacted buildings is determined, the specific value of the landslide hazard strength value and the impact resistivity value of the buildings serves as the damage loss rate value of the buildings, and the damage loss rate of the buildings under the action of landslide instability movement is determined; the whole analysis process is objective and reliable, can contribute to improvement of accuracy of landslide instability hazard evaluation, and the problem that the big error exists in landslide instability hazard evaluation conducted according to human experience is solved.

Description

technical field [0001] The invention relates to the technical field of disaster prevention and disaster reduction evaluation, in particular to a method for evaluating the degree of damage and loss of buildings under the action of landslide instability. Background technique [0002] In recent years, research on landslide disaster risk has become a hot spot in the field of landslide research. Some mainstream countries in the world have carried out relatively in-depth research work. Scholars at home and abroad have gradually developed from the understanding of the basic concept of landslide disaster risk to quantitative prediction. Degree. In risk research, the evaluation of the degree of damage loss of the impacted body is the core of this research, and the quantitative determination of the degree of damage loss of the impacted body has always been a difficult point in this field. [0003] At present, the evaluation of the degree of damage and loss of impacted bodies is mostl...

Claims

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Application Information

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IPC IPC(8): G06F19/00G06F17/50
Inventor 杨海清曾酉源蓝一凡王贺闫冬雪薛暄译韩斌王雯璇
Owner CHONGQING UNIV
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