A High-Performance Quadrilateral Flat Shell Element for Seismic Collapse Simulation of Tall Buildings and Its Implementation in OpenSees-Reference-Cited by-同舟云学术

A High-Performance Quadrilateral Flat Shell Element for Seismic Collapse Simulation of Tall Buildings and Its Implementation in OpenSees

Published:2017-05-10 Issue:9 Volume:22 Page:1662-1682
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Lu Xinzheng¹^ORCID,Tian Yuan²,Cen Song³,Guan Hong⁴,Xie Linlin⁵^ORCID,Wang Lisha³

Affiliation:

1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, P.R. China

2. Beijing Engineering Research Center of Steel and Concrete Composite Structures, Tsinghua University, Beijing, China

3. Department of Engineering Mechanics, School of Aerospace Engineering, Tsinghua University, Beijing, P.R. China

4. Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland, Australia

5. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, P.R. China

Funder

National Natural Science Foundation of China

Tsinghua University Initiative Scientific Research Program

Specialized Research Fund for the Doctoral Program of Higher Education of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2017.1297269

Reference45 articles.

1. Simplified progressive collapse simulation of RC frame–wall structures

2. Evaluation of a new quadrilateral thin plate bending element

3. Physical stabilization of the 4-node shell element with one point quadrature

4. A new approach to reduce membrane and transverse shear locking for one-point quadrature shell elements: linear formulation

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