Article

Shear Wall and Frame Interaction Terminology

Author(s):

Renu Mishra , Rajasthan Technical University Kota; Renu ,Rajasthan Technical University Kota; Prof. Arvind Kumar Dwivedi ,Rajasthan Technical University Kota

Keywords

shear wall, Frame, lateral loading , tall building wall , Stiffness

Abstract

Shear wall is one of the most commonly used lateral load resisting in high rise building. Shear wall has high in plane stiffness and strength which can be used to simultaneously resist large horizontal load and support gravity load. The objective of the present study is to study the behavior of building frame in the lateral load analysis of shear wall-frame structures; a fundamental goal is to model the shear wall assemblies using a realistic and feasible method.

Reference

    [1] Ahmet Tuken, “Analysis and Assessment of Seismic Drift of Reinforced Concrete Mixed (Shear Wall - Frame) Structures” Middle East Technical University, Department Of Civil Engineering, 06531, Ankara, Turkey, Teknoloji, Volume 7, (2004), Issue 4, 523-532. [2] Bin Wang, Wenxin Zhang, Jin Gao “ Staggered Shear Panels Structures” Architecture Engineering Institute Of Binzhou Polytechnic ,China,VOL-5,2010,IEEE. [3] Design for Lateral Force Resistance with Precast Concrete Shear Wall, PCI committee report in 1997 by Ned M. Cleland. [4] “EXPLANATORY EXAMPLES ON INDIAN SEISMIC CODE IS 1893(PART 1)” Earthquake tips no.21 published by IITK-GSDMA-EQ21. [5] Fintel, M and Ghosh, S.K. “Case Study of Seismic Resistance of a 16-Storey Coupled Wall Structure Using Inelastic Dynamic Analysis and an Energy Dissipation Approach” Portland Cement Association., Skokie, Illinois, April 1979. [6] IIT Kanpur –BMTPC, EARTHQUAKE TIPS. [7] IS-875:1987 PART 1, 2, 3, and 5 code of practice for Design Loads (other than earthquake) for Buildings and Structures, (Dead load, Live load, Wind load). [8] IS-1893:2002, Criteria for Earthquake Resistant Design of Structures. [9] Kenneth Arnott (2005), “Modeling of shear wall, (Shear wall analysis-New Modeling)”, Product Manager for CSC’s S-Frame and Orion. [10] Kanat Burak Bozdogan, Duygu Ozturk and Ayhan Nuhogla, “An approximate method for static and dynamics analyses of multi-bay coupled shear wall”, 19 Dec.2007. [11] Macleod, Ian, A “Shear Wall-Frame Interaction, A Design aid With Commentary", PCA Special Publication, 1971. [12] MacLeod, lain. A., “simplified analysis for shear wall-frmae interaction by stiffness component method”, Build.sci. vol. 7, pp.121-125, Pergamon press 1972.

Other Details

Paper ID: GRDJEV01I070055
Published in: Volume : 1, Issue : 7
Publication Date: 2016-07-01
Page(s): 78 - 82

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