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A Spectral Model of Inelastic Displacement Based on Continuous Earthquake-Tsunami Action

An inelastic and spectral model technology, applied in the field of inelastic displacement ratio spectral model, can solve the problems of failing to consider the influence of structural response, and only considering the inelastic displacement ratio spectral model

Active Publication Date: 2021-05-28
TAIYUAN UNIV OF TECH
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Problems solved by technology

[0004] The present invention aims to provide an inelastic displacement ratio spectrum model based on the earthquake-tsunami continuous action to solve the problem that the existing inelastic displacement ratio spectrum model only considers the single action of the earthquake and fails to consider the structural response to the continuous action of the tsunami after the earthquake Impact and other issues

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  • A Spectral Model of Inelastic Displacement Based on Continuous Earthquake-Tsunami Action
  • A Spectral Model of Inelastic Displacement Based on Continuous Earthquake-Tsunami Action
  • A Spectral Model of Inelastic Displacement Based on Continuous Earthquake-Tsunami Action

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Embodiment 1

[0046] In this embodiment, taking Japan's deep-sea earthquake as an example, an inelastic displacement ratio spectrum model based on the continuous earthquake-tsunami action is established.

[0047] Step 1: Select 984 Japanese deep-sea earthquakes, the magnitude ranges from 7.5 to 9.0, and the epicentral distance ranges from 57.0 to 525.1km. For the distribution of earthquake magnitudes and epicentral distances, see figure 1 shown. The tsunami dynamic action can usually be equivalent to a sudden change equivalent function, see figure 2 shown. The relative strength of tsunamis and earthquakes is Said, see formula (1).

[0048]

[0049] Wherein TWA represents tsunami acceleration, and PGA represents earthquake peak acceleration, and the present invention defines ratio as 0.25, 0.5, 0.75 and 1.0, see figure 2 shown;

[0050] Step 2: Establish a series of inelastic single-degree-of-freedom structures with different periods, the periods range from 0.1s to 6s, and the int...

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Abstract

The invention discloses an inelastic displacement ratio spectrum model based on the continuous earthquake-tsunami action, which belongs to the field of earthquake engineering. The present invention selects a large number of ground motions to establish a series of inelastic single-degree-of-freedom structures with different periods; for each period of the inelastic single-degree-of-freedom structure, determine its dynamic characteristics; use the structural dynamic equation to calculate a given earthquake-tsunami The maximum elastic displacement of the structure under continuous action, and calculate the maximum elastic strength; calculate the maximum displacement of the structure under the continuous action of earthquake-tsunami; calculate the displacement ductility coefficient of the structure, and judge whether the structural displacement ductility meets the target ductility; through regression analysis , to establish an inelastic displacement ratio spectrum model based on the continuous earthquake-tsunami action. The invention solves the problem that the non-elastic displacement ratio spectrum models proposed at present are all based on the single earthquake action, and the further influence of the tsunami action after the earthquake on the structural response is ignored.

Description

technical field [0001] The invention belongs to the field of earthquake engineering, in particular to an inelastic displacement ratio spectrum model based on the continuous earthquake-tsunami action. Background technique [0002] Historical earthquake-tsunami data show that tsunamis are often triggered by submarine earthquakes, thus forming a sequence-type earthquake-tsunami effect. Although earthquake-tsunami continuous action can cause greater damage or even collapse to coastal structures than single earthquake action, however, the seismic design codes in my country and the world have not considered its adverse impact on structural response. Therefore, evaluating the behavior of existing structures under continuous earthquake-tsunami action is of great significance for improving the seismic safety of coastal structures and revising codes for seismic design of structures. [0003] Displacement-based seismic assessment is the most widely used behavior assessment theory in b...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01V1/28G01V1/30
CPCG01V1/282G01V1/307
Inventor 潘晓兰郑志郑宏赵圆圆
Owner TAIYUAN UNIV OF TECH
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