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Analysis method and device for aseismic ability of quayside bridge structure

A capacity analysis and capacity technology, applied in the field of seismic capacity analysis of quay bridge structures, can solve the problems of the impact of seismic capacity analysis of quay bridge structures on the seismic capacity of quay bridge structures, and achieve the effect of ensuring correctness

Inactive Publication Date: 2018-02-23
WUHAN MARINE MACHINERY PLANT
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Problems solved by technology

[0006] In order to solve the problem that it is difficult to directly apply other seismic design codes to analyze the seismic capacity of the quay bridge structure in the prior art, and the distribution characteristics of random variables will also affect the seismic capacity of the quay bridge structure, the embodiment of the present invention provides a quay bridge Method and device for analyzing seismic capacity of bridge structures

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  • Analysis method and device for aseismic ability of quayside bridge structure
  • Analysis method and device for aseismic ability of quayside bridge structure
  • Analysis method and device for aseismic ability of quayside bridge structure

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Embodiment Construction

[0055] In order to make the object, technical solution and advantages of the present invention clearer, the implementation manner of the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0056] figure 1 It is a flow chart of a method for analyzing the seismic capacity of a quay bridge structure provided by an embodiment of the present invention, see figure 1 , the method includes:

[0057] Step 101: Classify the damage level of the quay crane structure according to the damage form of the quay crane structure.

[0058] The quay crane has two states of working and non-working, and the structural form and wheel-rail constraint form in the two states are also different. Figure 2A is the schematic diagram of the structure of the quay bridge in the working state, such as Figure 2A As shown, in the working state, the front girder 100 of the quay bridge remains horizontal, and the cart wheel 200 can rotate on the track 30...

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Abstract

The invention discloses an analysis method and device for aseismic ability of a quayside bridge structure, belonging to the field of earthquake engineering. The analysis method includes determining the aseismic ability level and measure index of the quayside bridge structure based on damage level of the quayside bridge structure, establishing an elastic-plastic finite element analysis model of thequayside bridge structure and selecting uncertainty random variables of the quayside bridge structure, extracting random variable samples, setting up a finite element analysis model and obtaining thecorresponding sample of the finite element analysis model. The aseismic ability curve of the quayside bridge structure is obtained by elastic-plastic static pushover analysis on the sample of the finite element analysis model. The aseismic ability value of different damaging level is extracted from the sample based on the aseismic ability level and measure index of the quayside bridge structure.The aseismic ability value is probabilistically counted, calculated and output the aseismic ability of the quayside bridge structure with structural uncertainty considers. The analysis method and device for aseismic ability of the quayside bridge structure evaluate the aseismic ability of the quayside bridge structure in case of structural uncertainty, which provides a reference for aseismic design and aseismic reinforcement for the quayside bridge structure.

Description

technical field [0001] The invention relates to the field of earthquake engineering, in particular to a method and device for analyzing the anti-seismic capability of a quay bridge structure. Background technique [0002] Shore-to-shore container cranes, referred to as quayside cranes, are one of the important loading and unloading equipment in container ports. At the same time, the quay bridge is also one of the structures most vulnerable to earthquake damage in the port. Once the severely damaged quay bridge needs to be repaired and replaced, the time cost and economic cost will be very high, and it will also have a huge disadvantage to the post-disaster recovery of the port. influences. [0003] In terms of seismic research of quay bridge structures, the existing literature reports usually use the finite element time-history analysis method to calculate the seismic response of quay bridge structures, and then determine the seismic performance of quay bridge structures ba...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/13G06F30/23G06F2119/06
Inventor 杨毅胡发国胡茂刘杰
Owner WUHAN MARINE MACHINERY PLANT
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