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Information Journal Paper

Title

INNOVATIONS IN ROCKING WALL-FRAME SYSTEMS-THEORY AND DEVELOPMENT

Pages

  205-217

Abstract

 The need to improve the seismic performance of buildings has brought about innovative systems such as rocking wall-moment frame (RWMF) combinations. The behavior of RWMFs can best be visualized by the moment frame (MF) restraining the wall in place, and the rigid rocking wall (RRW) providing additional damping and imposing UNIFORM DRIFT along the height of the frame. A novel method of analysis followed by the development of a new lateral resisting system is introduced. The proposed concepts lead to an efficient structural configuration with provisions for self-centering, REPARABILITY, performance control, damage tolerance and COLLAPSE PREVENTION. Exact, unique, closed form formulae have been provided to assess the COLLAPSE PREVENTION and self-centering capabilities of the system. The objective is to provide an informative account of RWMF behavior for preliminary design as well as educational purposes. All formulae have been verified by independent computer analysis. Parametric examples have been provided to verify the validity of the proposed solutions.

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    Cite

    APA: Copy

    GRIGORIAN, MARK, & TAVOUSI, SHAYAN. (2017). INNOVATIONS IN ROCKING WALL-FRAME SYSTEMS-THEORY AND DEVELOPMENT. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 9(3), 205-217. SID. https://sid.ir/paper/319874/en

    Vancouver: Copy

    GRIGORIAN MARK, TAVOUSI SHAYAN. INNOVATIONS IN ROCKING WALL-FRAME SYSTEMS-THEORY AND DEVELOPMENT. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2017;9(3):205-217. Available from: https://sid.ir/paper/319874/en

    IEEE: Copy

    MARK GRIGORIAN, and SHAYAN TAVOUSI, “INNOVATIONS IN ROCKING WALL-FRAME SYSTEMS-THEORY AND DEVELOPMENT,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 9, no. 3, pp. 205–217, 2017, [Online]. Available: https://sid.ir/paper/319874/en

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