A state-of-the-art review of structural control systems

SAGE Publications - Tập 21 Số 5 - Trang 919-937 - 2015
Tarek Edrees Saaed1, George Nikolakopoulos2, Jan-Erik Jonasson1, Hans Hedlund3
1Department of Structural Engineering, Luleå University of Technology, Luleå, Sweden
2Department of Computer Science, Electrical and Space Engineering, Luleå University of Technology, Luleå, Sweden
3Skanska Sverige AB Technology, Bridge and Civil Engineering, Göteborg, Sweden

Tóm tắt

The utilization of structural control systems for alleviating the responses of civil engineering structures, under the effects of different kinds of dynamics loadings, has become a standard technology, although there are still numerous research approaches for advancing the effectiveness of these methodologies. The aim of this article is to review the state-of-the-art technologies in structural control systems by introducing a general literature review for all types of vibrations control systems that have appeared up to now. These systems can be classified into four main groups: (a) passive; (b) semi-active; (c) active; and (d) hybrid systems, based on their operational mechanisms. A brief description of each of these main groups and their subgroups, with their corresponding advantages and disadvantages, is also given. This article will conclude by providing an overview of some innovative practical implementations of devices that are able to demonstrate the potential and future direction of structural control systems in civil engineering.

Từ khóa


Tài liệu tham khảo

Aiken I and Kelly J (1990) Earthquake simulator testing and analytical studies of two energy absorbing system for multi storey structures. Technical Report, UCB/EERC-90/03, Earthquake Engineering Research Center, University of California at Berkeley.

Arima F, 1988, 9th WCEE 5, 821

10.1177/1045389X12445029

Chaiviriyawong P, 2010, RSID6-STR 33

Chang KC, 2009, In: JSSI 15th Anniversary, International Symposium on Seismic Response Controlled Buildings for Sustainable Society

10.1002/stc.41

10.1177/1077546311428345

10.1088/0964-1726/7/5/009

10.1201/9781420008173

Christenson RE (2001) Semi active control of civil structures for natural hazard mitigation: analytical and experimental studies. PhD Thesis, University of Notre Dame.

10.1002/tal.4320020203

Constantinou MC, Soong TT and Dargush GF (1998) Passive Energy Dissipation Systems For Structural Design And Retrofit. MCEER Monograph No. 1. Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo.

De la Cruz ST (2003) Contribution to the assessment of the efficiency of friction dissipators for seismic protection of buildings. PhD thesis, Universitat Politècnica de Catalunya.

10.1088/0964-1726/5/5/006

10.1016/j.scient.2011.05.034

10.1193/1.1585726

10.1061/(ASCE)0733-9399(1997)123:9(897)

10.1177/1077546311421514

10.1061/(ASCE)0733-9399(2000)126:8(795)

10.5610/jaee.4.3_278

10.1002/stc.315

10.12989/was.1999.2.3.201

10.5459/bnzsee.5.3.63-88

10.1177/1045389X12440748

Kobori T, 1988, In: 9th World conference on earthquake engineering, 8, 435

Koike Y, 2004, IHI Engineering Review, 37, 23

10.1177/1077546309346240

Larrecq G (2010) Heating effects on magnetorheological dampers. Master thesis, Massachusetts Institute of Technology.

Li H, 2010, Mathematical Problems in Engineering, 1

10.1016/j.engstruct.2012.02.036

10.1016/j.engstruct.2010.11.027

10.1016/j.engstruct.2006.10.008

Makris N and Constantinou MC (1990) Viscous dampers: testing, modeling and application in vibration and seismic isolation. Technical Report, NCEER-90-0028, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

Makris N, 1995, SPIE, 2443, 184

Marko J (2006) Influence of damping systems on building structures subject to seismic effects. PhD thesis, Queensland University of Technology.

Marsico MR (2008) Seismic isolation and energy dissipation: theoretical basis and applications. PhD thesis, Università degli Studi di Napoli-Federico II.

10.1061/(ASCE)0733-9399(1988)114:9(1542)

10.1002/eqe.1036

Pong W, Tsai C and Lee GC (1994) Seismic study of building frames with added energy-absorbing devices. Technical Report, NCEER-94-0016, US National Center for Earthquake Engineering Research, State University of New York at Buffalo.

Shih MH, 2004, In: 13th World conference on earthquake engineering

Shinozuka M, 1992, In: Proceedings of US/China/Japan workshop on structural control, 507

Shinozaki Y, 2010, In: 5th World conference on structural control and monitoring

10.1061/(ASCE)0733-9445(2003)129:7(845)

Spencer BF, 1999, International Post-SMiRT conference seminar on seismic isolation

10.1016/S0141-0296(97)00225-3

10.1061/(ASCE)0733-9445(2008)134:1(3)

10.1016/j.engstruct.2008.02.017

Tsopelas P and Constantinou MC (1994) Experimental and analytical study of a system consisting of sliding bearings and fluid restoring force/damping devices. NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges, NCEER-94-0014, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

10.4028/www.scientific.net/AMR.163-167.4179

10.1177/1077546306061128

10.1177/1077546306068058

Yalla SK (2001) Liquid dampers for mitigation of structural response: theoretical development and experimental validation. PhD thesis, University of Notre Dame.

10.4028/www.scientific.net/AMR.255-260.2515

10.1061/JSDEAG.0003280

10.1061/(ASCE)0733-9399(2002)128:5(540)

10.1016/j.jfluidstructs.2011.08.016

Zhou FL, 2006, Journal of Architecture and Civil Engineering, 12, 1