Earthquakes and Structures

  • 제19권3호
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  • Pages.215-226
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  • 2020
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Rocking response of self-centring wall with viscous dampers under pulse-type excitations

  • Zhang, Lingxin (Institute of Engineering Mechanics, China Earthquake Administration) ;
  • Huang, Xiaogang (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) ;
  • Zhou, Zhen (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University)
  • 투고 : 2020.03.25
  • 심사 : 2020.06.10
  • 발행 : 2020.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

A self-centering wall (SCW) is a lateral resistant rocking system that incorporates posttensioned (PT) tendons to provide a self-centering capacity along with dampers to dissipate energy. This paper investigates the rocking responses of a SCW with base viscous dampers under a sinusoidal-type pulse considering yielding and fracture behaviour of the PT tendon. The differences in the overturning acceleration caused by different initial forces in the PT tendon are computed by the theoretical method. The exact analytical solution to the linear approximate equation of motion is also provided for slender SCWs. Finally, the effects of the ductile behaviour of PT tendons on the rocking response of a SCW are analysed. The results demonstrate that SCWs exhibit two overturning modes under pulse excitation. The overturning region with Mode 1 in the PT force cases separates the safe region of the wall into two parts: region S1 with an elastic tendon and region S2 with a fractured tendon. The minimum overturning acceleration of a SCW with an elastic-brittle tendon becomes insensitive to excitation frequency as the PT force increases. After the plastic behaviour of the PT tendon is considered, the minimum overturning acceleration of a SCW is increased significantly in the whole range of the studied wg/p.

키워드

과제정보

The research described in this paper was sponsored by \ "National Key R&D Program of China" (2018YFC0705), \ "The Fundamental Research Funds for the Central Universities" (2242019K40083) and \"Scientific Research Fund of Institute of Engineering Mechanics, China Earthquake Administration" (2019EEEVL0303). The supports are gratefully acknowledged.

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