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Author:

Li, Liyun (Li, Liyun.) | Liu, Xiaoxiao (Liu, Xiaoxiao.) | Zuo, Xiao (Zuo, Xiao.) | Han, Junyan (Han, Junyan.) | Du, Xiuli (Du, Xiuli.) (Scholars:杜修力)

Indexed by:

CPCI-S

Abstract:

Seismic hazards indicated that buried pipelines were damaged more easily in complex stratum structures. In this paper, based on the finite element software ABAQUS, the seismic responses of buried pipeline in two Heterogeneous stratum fields were studied, including valley stratum field and horizontal soft stratum structures field. Firstly, the key to build three-dimensional finite element numerical simulation model were talked about, including the Artificial Boundary Condition to simulate the energy radiation for the opening system, the description of interface contact between soil and pipeline, and the constitutive model of material. Then, two three-dimensional finite element numerical simulation models were established respectively, considering the characteristics of the two stratum fields. Finally, the seismic response of buried pipelines was analyzed, and the effect of influence factors on the seismic response of buried pipeline was studied.

Keyword:

numerical simulation seismic response stratum structures buried pipeline

Author Community:

  • [ 1 ] [Li, Liyun]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Xiaoxiao]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China
  • [ 3 ] [Zuo, Xiao]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China
  • [ 4 ] [Han, Junyan]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China
  • [ 5 ] [Du, Xiuli]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Li, Liyun]Beijing Univ Technol, Beijing Collaborat Innovat Ctr Metropolitan Trans, Beijing 100124, Peoples R China

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Source :

FUNDAMENTAL RESEARCH IN STRUCTURAL ENGINEERING: RETROSPECTIVE AND PROSPECTIVE, VOLS 1 AND 2

Year: 2016

Page: 581-586

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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