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Special Issue on Design and Analysis of Structures with Seismic Damping Systems

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Special Issue on Design and Analysis of Structures with Seismic Damping Systems
INTRODUCTION

Special Issue on Design and Analysis of Structures with Seismic Damping Systems
Michael D. Symans
Guest Editor; and, Associate Professor, Rensselaer Polytechnic Institute, Dept. of Civil and Environmental Engineering, Troy, NY 12180. E-mail: symans@rpi.edu

The papers in this special issue focus on the theme of design and analysis of structures with seismic damping systems, the intent being to provide a summary of current research activities within the general field of seismic energy dissipation systems. The special issue originated within the ASCE-SEI Task Committee on Supplemental Damping Systems for Seismic Applications, a committee serving under the ASCE-SEI Committee on Seismic Effects. Two members of the task committee, Finley A. Charney and Andrew S. Whittaker, were particularly helpful in developing the special issue, assisting with its early development, and the soliciting manuscript reviews. Their efforts are gratefully acknowledged. In addition, the general membership of the Seismic Effects Committee supported the efforts of the task committee by serving as reviewers for many of the manuscripts. Their collective efforts are sincerely appreciated. The special issue begins with a lead paper, “Energy Dissipation Systems for Seismic Applications: Current Practice and Recent Developments,” which is coauthored by a mix of academicians and practitioners Symans, Charney, Whittaker, Constantinou, Kircher, Johnson, and McNamara . The lead paper provides an overview of current practice and recent developments in the application of passive energy dissipation systems for seismic protection of structures, with particular attention given to the application of such systems within the framing of building structures. Furthermore, emphasis is given to descriptions of viscous, viscoelastic, metallic, and friction damping systems, including recent applications of such systems. In the paper “Design Formulations for Supplemental Viscous Dampers to Building

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    References: Abdel Raheem S. E., "Evaluation and prevention of seismic pounding between adjacent building structures", Third Egyptian Conference on Earthquake Engineering, EGYQUAKE 3, Cairo, Egypt, 6-8 December 2004, pp 253266. Abdullah, M. M., Hanif, J. H., Richardson, A. and Sobanjo, J., "Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures", Earthquake Engineering and Structural Dynamics, Vol. 30, 2001, pp 1185-1201. Astaneh-Asl, A., Bolt, B., McMullin, K., Donikian, R. R., Modjtahedi, D. and Cho, S. W., "Seismic Performance of Steel Bridges During the 1994 Northridge Earthquake", Report No. UCB/CEE-Steel-94/01, University of California, Berkeley, 1994. Hao, H. and Zhang, S., "Spatial ground motion effect on relative displacement of adjacent building structures", Earthquake Engineering and Structural Dynamics, Vol. 28, 1999, pp 333-349. Hayashikawa T., Hirooka, T., Ikeda, K. and Abdel Raheem S. E., "Dynamic behavior of viaducts with PC cables in consideration of pounding of girders and energy absorption", Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, JSCE, No. 59, 2002, pp 50-53. Jankowski, R., Wilde, K. and Fujino, Y., "Reduction of pounding effects in elevated bridges during earthquakes", Earthquake Engineering and Structural Dynamics, Vol. 29, 2000, pp. 195-212. Kasai, K. and Maison, B. F., "Observation of structural pounding damage from 1989 Loma Prieta earthquake", Proceeding of 6th Canadian Conference of Earthquake Engineering, Toronto, Canada, 1991, pp 735-742. Kasai, K., Jagiasi, A. R. and Jeng, V., "Inelastic vibration phase theory for seismic pounding mitigation", Journal of Structural Engineering, Vol. 122, No. 10, 1996, pp.…

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