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Earthquake Analysis of Reinforce Concrete Framed Structures with Added Viscous Dampers

Authors: F. Hejazi, J. Noorzaei, M. S. Jaafar, A. A. Abang Abdullah


This paper describes the development of a numerical finite element algorithm used for the analysis of reinforced concrete structure equipped with shakes energy absorbing device subjected to earthquake excitation. For this purpose a finite element program code for analysis of reinforced concrete frame buildings is developed. The performance of developed program code is evaluated by analyzing of a reinforced concrete frame buildings model. The results are show that using damper device as seismic energy dissipation system effectively can reduce the structural response of framed structure during earthquake occurrence.

Keywords: Viscous Damper, finite element, program coding

Digital Object Identifier (DOI):

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[1] Semih S.Tezcan and Ahmet Civi, "Efficiency of helical springs and viscodampers in base isolation," Journal of Engineering Structure,Vol. 14, No 2, 1992, pp66-74
[2] Jinkoo Kim and Sunghyuk Bang, "Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures," Journal of Engineering Structures,Vol. 24, 2002, pp1257-1269
[3] S.Soda, "Role of viscous damping in nonlinear vibration of buildings exposed to intense ground motion," Journal of Wind Engineering and Industrial Aerodynamics,Vol. 59, 1996, pp247-264
[4] Y.Ribakov and J.Gluck. "Viscous Damping System for Optimal Structural Seismic Design". Structural Engineering, Mechanics and Computation, 2001
[5] C.P.Providakis, "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations," Journal of Engineering Structures,Vol. 30, 2008, pp1187-1198
[6] Murat Diclelia and Anshu Mehtab, "Seismic performance of chevron braced steel frames with and without viscous fluid dampers as a function of ground motion and damper characteristics," Journal of Constructional Steel Research,Vol. 63, 2007, pp1102-1115
[7] Xilin Lu, Zhiguo Gong, Dagen Weng, and Xiaosong Ren, "The application of a new structural control concept for tall building with large podium structure," Journal of Engineering Structures,Vol. 29, 2007, pp1833-1844
[8] E.Aydin, M.H.Boduroglu, and D.Guney, "Optimal damper distribution for seismic rehabilitation of planar building structures," Journal of Engineering Structures,Vol. 29, 2007, pp176-185
[9] W.L.He and A.K.Agrawal, "PERFORMANCE OF STRUCTURES WITH PASSIVE DAMPERS SUBJECT TO NEAR-FAULT EARTHQUAKES," Journal of Advances in Building Technology,Vol. 1, 2002, pp489-496
[10] N.Newmark, "A method of computation for structural dynamics," Journal of Eng Mech Division ASCE,Vol. 85, 1959, pp67-94
[11] D.R.J.Owen and E.Hinton. "Finite elements in Plasticity: Theory and Practice". Pineridge Press Limited, Swansea, U.K., 1980
[12] Farzad Hejazi. "Optimization of Earthquake Energy Dissipation in Framed Buildings". PhD Thesis, University Putra Malaysia, Malaysia.(under process), 2008
[13] Wenshen Pong, C.S.Tsai, Zu-Hsu Lee, Chia-Kuan Cheng, and Bo-Jen Chen, "Simulation methods for seismic behaviour of buildings in unbounded soil media with radiation damping," Journal of Mathematical and Computer Modelling,Vol. 46, 2007, pp1300-1313