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Author:

Wu, Chunyu (Wu, Chunyu.) | Lu, Dechun (Lu, Dechun.) (Scholars:路德春) | Ma, Chao (Ma, Chao.) | El Naggar, M. Hesham (El Naggar, M. Hesham.) | Du, Xiuli (Du, Xiuli.)

Indexed by:

EI Scopus SCIE

Abstract:

In order to improve the seismic performance of underground subway station structures while taking advantage of modular assembly technology, a novel partially prefabricated structure with prefabricated arch top slab is proposed in this paper. The design concept and joint configurations are introduced, and the feasibility of the proposed design scheme is analyzed considering the construction characteristics and seismic deformation modes of underground structures. Numerical models are established for realistic simulation of grouted mortise-tenon joint and dry mortise-tenon joint, and their reliability is validated by comparing the predictions with experimental results. Three-dimensional finite element models of partially prefabricated structure and monolithic structure are established and their seismic responses under three different seismic excitations are compared. The structural plastic strain distribution, interlaminar deformation response, and initial load distribution and internal force variation of key structural components are evaluated considering different earthquake intensities. The results demonstrate that the columns in monolithic structure are severely damaged, and the plastic strain is concentrated at the column ends; while the columns in partially prefabricated structure experience minimal damage and slight plastic strain is uniformly distributed in the structural components. In addition, the partially prefabricated structure exhibits favorable force distribution and interlaminar deformability compared to monolithic structure, which indicates improved seismic performance of the proposed partially prefabricated underground subway station structure.

Keyword:

Underground frame structure Partially prefabricated construction Numerical simulation Seismic response analysis Tenon -mortise joint

Author Community:

  • [ 1 ] [Wu, Chunyu]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Lu, Dechun]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Du, Xiuli]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Wu, Chunyu]Western Univ, Fac Engn, Dept Civil & Environm Engn, London, ON, Canada
  • [ 5 ] [El Naggar, M. Hesham]Western Univ, Fac Engn, Dept Civil & Environm Engn, London, ON, Canada
  • [ 6 ] [Ma, Chao]Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 102612, Peoples R China

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Source :

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

ISSN: 0886-7798

Year: 2023

Volume: 140

6 . 9 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 11

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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