A seismic optimization design method for frame building structures considering multiple randomness

Through the direct probability integral method and the moving asymptomatic method, an optimized design method for the frame building structure was established, which solved the problem that the existing technology was difficult to effectively consider random uncertainty, and achieved efficient seismic design and cost reduction of the structure.

CN114564863BActive Publication Date: 2025-03-18DALIAN UNIV OF TECH
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Patent Information

Application Number
CN202210168238.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-02-23
Publication Date
2025-03-18
Estimated Expiration
2042-02-23

AI Technical Summary

Technical Problem

It is difficult to effectively consider random uncertainties such as earthquakes and wind loads in existing building structure designs, which makes it difficult to meet the safety and economics of the structure.

Method used

The direct probability integral method combined with the moving asymptomatic line method is used to establish a framework building structure optimization design method with the goal of minimum construction cost and the structural dynamic reliability is constrained, and the design variables are optimized to improve the seismic safety of the structure.

Benefits of technology

The seismic safety of the frame building structure is significantly improved, the construction cost of the building is reduced, and the optimization design of structural parameters under random uncertain conditions is realized.

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Abstract

A seismic optimization design method for frame building structures considering multiple randomness includes: based on the direct probability integral method, the sensitivity formulas of the structural dynamic reliability to the distribution parameters of random variables and deterministic variables are derived respectively, and an efficient and accurate analysis method for the dynamic reliability sensitivity is proposed; the construction cost of the building structure is used as the objective function, and the dynamic reliability is used as the constraint function to construct a frame building structure parameter optimization design framework, and the optimization problem is solved based on the dynamic reliability sensitivity analysis method and the moving asymptote method proposed in the present invention. Compared with the traditional building structure design scheme, the present invention takes into account the random excitation of near-fault earthquake motion that the frame building structure may suffer and the randomness of the structure's own parameters, and provides a design scheme for the frame building structure that takes into account both safety and economy.
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