Blasting seismic wave model construction method based on building seismic response equivalence

A technology of seismic response and tectonic method, applied in the fields of seismology, seismic signal processing, geophysical measurement, etc., can solve problems such as the inability to obtain analytical solutions, the regularity of blasting seismic effect results is not obvious, and it is difficult to derive structural dynamic equations.

Active Publication Date: 2019-01-25
HENAN POLYTECHNIC UNIV
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Problems solved by technology

Due to the discreteness and randomness of the measured blasting seismic wave signal, the regularity of the blasting seismic effect solution based on the numerical analysis method is not obvious, and it is difficult to deduce the structural dynamic equation related to the blasting seismic effect mechanism. analytical solution of
Although the blasting seismic wave simulation signal can be artificially synthesized wavef

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  • Blasting seismic wave model construction method based on building seismic response equivalence
  • Blasting seismic wave model construction method based on building seismic response equivalence
  • Blasting seismic wave model construction method based on building seismic response equivalence

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Embodiment

[0049] A method for constructing a blasting seismic wave model based on the equivalent seismic response of buildings, comprising the steps of:

[0050] Step 1: In order to ensure that the constructed blasting seismic wave model can reflect the characteristics of the site conditions, a typical seismic wave velocity signal v is selected from the blasting seismic waves measured in the blasting area 0 (t) As the signal to be simulated, its speed-time history curve is shown in figure 2 . The measured blasting seismic wave signal is generally a velocity time-history wave, and after being derived, it is a series of discrete velocity sequence data, denoted as v 0 (t).

[0051] Step 2: The blasting seismic wave velocity signal v 0 (t) is converted into acceleration signal a by formula (1) 0 (t).

[0052] Step 3: Take a three-story reinforced concrete building structure as the analysis object. The characteristic parameters of the structure are: the mass of each layer m=[2762,2760,...

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Abstract

The invention discloses a blasting seismic wave model construction method based on building seismic response equivalence. The blasting seismic wave model construction method comprises the steps of: selecting an actually measured blasting seismic wave velocity signal as a signal to be simulated; converting the blasting seismic wave velocity signal into an acceleration signal; calculating a structural response of a building structural analysis object under the action of an acceleration load, and recording an amplitude value of a top layer velocity response; subjecting the blasting seismic wave velocity signal to multiresolution wavelet decomposition and reconstruction, and determining main frequencies and amplitude values of reconstructed subsignals with an energy ratio reaching 10% or more;constructing a blasting seismic wave model of the signal to be simulated; adopting the same time-history analysis method to calculate a specific value of a when the value equals the top layer velocity response amplitude value; and substituting the calculated specific a value into the constructed model to obtain a specific expression of a blasting seismic wave analog signal based on building seismic response equivalence. The obtained blasting seismic wave model has property parameters of the actually measured waveform, and can be applied to the study of a blasting seismic effect mechanism.

Description

technical field [0001] The invention belongs to the fields of blasting seismic effect evaluation and engineering structure anti-seismic, in particular to a method for constructing a blasting seismic wave model based on the equivalent seismic response of buildings. Background technique [0002] When blasting seismic wave signals are used as dynamic load input to study the mechanism of seismic effect of blasting seismic waves on engineering structures, there are usually two forms: measured blasting seismic waves and artificially simulated blasting seismic waves. Due to the discreteness and randomness of the measured blasting seismic wave signal, the regularity of the blasting seismic effect solution based on the numerical analysis method is not obvious, and it is difficult to deduce the structural dynamic equation related to the blasting seismic effect mechanism. analytical solution of . Although the blasting seismic wave simulation signal can be artificially synthesized wave...

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Application Information

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IPC IPC(8): G01V1/28G01V1/30
CPCG01V1/28G01V1/282G01V1/30
Inventor 魏海霞陈锦峰祝杰褚怀保曲政
Owner HENAN POLYTECHNIC UNIV
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