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Author:

Cheng, Shitao (Cheng, Shitao.) | He, Haoxiang (He, Haoxiang.) | Cheng, Yang (Cheng, Yang.) | Sun, Haoding (Sun, Haoding.)

Indexed by:

EI Scopus SCIE

Abstract:

The optimal repair decisions, considering the damage degree of members and the available repair resources, can expedite the restoration of the seismic performance of seismic-damaged structures. This study focuses on seismic- damage structures and proposes a comprehensive seismic performance loss calculation method. Under the condition of limited repair resources, to ensure that the maximum improvement of seismic performance, this study establishes the optimal repair strategy determination method based on the greedy-genetic algorithm. Further, an optimal repair sequence determination method is developed to ensure seismic-damaged structures with good seismic resilience, and a recovery function model based on the SIR (susceptible infected-recovered) model is proposed. In addition, this study introduces the structural seismic fragility analysis method that considers uniform risk. A 5-story reinforced concrete structure is analyzed as an example. The analysis results demonstrate that the proposed optimal repair strategy determination method requires minimal iterations to determine the optimal solution; Compared with random repair sequences, the optimal repair sequence determination method can enable the structure to exhibit better seismic resilience; Distinct from the three traditional recovery function models, the proposed recovery function model can adeptly reveals the influence of different repair sequences on the seismic resilience of structures, and has good applicability.

Keyword:

Repair strategy Seismic performance Seismic resilience Seismic-damaged structure Repair sequence

Author Community:

  • [ 1 ] [Cheng, Shitao]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [He, Haoxiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Cheng, Yang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Sun, Haoding]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 5 ] [Cheng, Shitao]Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China

Reprint Author's Address:

  • [He, Haoxiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

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Source :

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

ISSN: 0267-7261

Year: 2025

Volume: 190

4 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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