A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees

Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth inve...

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Vydáno v:	Finite elements in analysis and design Ročník 98; s. 14 - 25
Hlavní autoři:	Lu, Xinzheng, Xie, Linlin, Guan, Hong, Huang, Yuli, Lu, Xiao
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier B.V 01.06.2015
Témata:	Computer simulation Finite element method Frame–core tube Mathematical analysis Mathematical models Multi-layer element Nonlinear analysis Nonlinearity Numerical analysis OpenSees Shanghai Tower Shear walls Super-tall building Tubes Super-tall building Multi-layer element Shanghai Tower Nonlinear analysis Frame–core tube OpenSees
ISSN:	0168-874X, 1872-6925
On-line přístup:	Získat plný text
Tagy:	Přidat tag Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!

Abstract	Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings. •A new shear wall element model is proposed and implemented in OpenSees.•Shear wall element model is validated using published experimental data.•A modeling strategy is developed for simulating super-tall buildings using OpenSees.•Simulation of tall buildings is validated using well accepted commercial FE code.•A 42-story RC building model is accessible online to allow the work to be reproduced.
AbstractList	Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings. •A new shear wall element model is proposed and implemented in OpenSees.•Shear wall element model is validated using published experimental data.•A modeling strategy is developed for simulating super-tall buildings using OpenSees.•Simulation of tall buildings is validated using well accepted commercial FE code.•A 42-story RC building model is accessible online to allow the work to be reproduced. Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632 m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings.
Author	Guan, Hong Lu, Xiao Lu, Xinzheng Xie, Linlin Huang, Yuli
Author_xml	– sequence: 1 givenname: Xinzheng surname: Lu fullname: Lu, Xinzheng email: luxz@tsinghua.edu.cn organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China – sequence: 2 givenname: Linlin surname: Xie fullname: Xie, Linlin organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China – sequence: 3 givenname: Hong surname: Guan fullname: Guan, Hong organization: Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland 4222, Australia – sequence: 4 givenname: Yuli surname: Huang fullname: Huang, Yuli organization: Arup, San Francisco, USA – sequence: 5 givenname: Xiao surname: Lu fullname: Lu, Xiao organization: Department of Civil Engineering, Beijing Jiaotong University, Beijing 100044, PR China
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SubjectTerms	Computer simulation Finite element method Frame–core tube Mathematical analysis Mathematical models Multi-layer element Nonlinear analysis Nonlinearity Numerical analysis OpenSees Shanghai Tower Shear walls Super-tall building Tubes
Title	A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees
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