Passive Seismic Energy Dissipation Mechanisms for Smart Green Structural System (SGSS)
Authors: Daniel Y. Abebe, Dongyoung Lim, Gyumyong Gwak, Jaehyouk Choi
Abstract:
The design philosophy of building structure has been changing time to time. The reason for this is because of an increase of human inertest, an improved building materials and technology that will impact how we live, to speed up construction period and natural effect which includes earthquake disasters and environmental effect. One technique which takes in to account the above case is using a prefabricable structural system. In which each and every structural element is designed and prefabricated and assembled on a site so that the construction speed is increased and the environmental impact is also enhanced. This system has an immense advantage such as: reduce construction cost, reusable, recyclable, speed up construction period and less environmental effect. In this study, it is tried to present some of the developed and evaluated structural elements of building structures.
Keywords: Eccentrically braced frame, Natural disaster, Prefabricable structural, Removable link, SGSS.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1100607
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[1] Buildings and their Impact on the Environment: A Statistical Summary, U.S EPA archive document, Revised April 22, 2009
[2] http://www.wncgbc.org/
[3] Jin hyang Kim, 'A Study of Implementation for Structural System of Smart Green Construction Based on S-BIM' Master thesis, Chosun University, 2014 (in Korean).
[4] K. Tsai, H. Chen, C. Hong, Y. Su. Design of steel triangular plate energy absorbers for seimic-resistant construction. Earthquake Spectra 1993;9(3):505–28.
[5] J. M. Kelly, Skinner, R. I., and Heine, A. J. 1972 “Mechanisms of energy absorption in special devices for use in earthquake resistant structures,” Bulletin of the New Zealand National Society for Earthquake Engineering 5, 63–88.
[6] R. I. Skinner, J. M. Kelly, and A. J. Heine, 1975 “Hysteresis dampers for earthquake-resistant structures,” Earthquake Engineering and Structural Dynamics 3, 287–296.
[7] D.Y. Abebe and J. H. Choi, ‘A Hysteresis Characteristics of Shear Panel Damper using SLY120' APCBEE Procedia 9 (2014) 370 – 375.
[8] D.Y. Abebe, J.H. Choi, 2012. Structural Performance Evaluation on Circular Pipe Steel Damper, Pro. of IUMRS-ICA2012.
[9] M. Nakashima, S. Iwai, M. Iwata, T. Takeuchi, S. Konomi, T. Akazawa, K. Saburi. 'Energy dissipation behavior of shear panels made of low yield steel'. Earthquake Engineering & Structural Dynamics 1994; 23(12): 1299-1313.
[10] S.Nakagawa, H. Kihara, S. Torii, Y. Nakata, M. Iwata, K. Fujisawa and K. Fukuda, 'Hysteretic Behavior of Low Yield Strength Steel Panel Shear Wall -Experimental Investigation'. Proc. of 11th WCEE, 30 June 23-28,(1996), Acapulco, Mexico.
[11] R. W.K. Chan, F. Albermani, M. S. Williams, ‘Evaluation of yielding shear panel device for passive energy dissipation'. Journal of Constructional Steel Research 65 (2009) 260–268.
[12] K. Schmidt, U.E. Dorka, F.Taucer, G. Magonette, 'Seismic Retrofit of a Steel Frame and a RC Frame with HYDE Systems'. Report, 2004, European Commission Directorate-General Joint Research Centre.
[13] E. S. PARK, J. H. Jang, J. S. Kwan, J. M. Park, T. Kamiya, J. H. Choi and S. H. Lee, An Experimental Study on Seismic Behavior of Shear Fric tion Dam per using Shaking table Test. Proc. Of 15 the WCEE, 24-28 Sep, 2012, Lisbon, Portugal.
[14] J. H. Jang, J. H. Hwang, J. H. Choi, T. Kamiya and S. H. Oh, An Evaluation on Seismic Behavior of VRF Damper by Shaking Table Test Proc. Of 15the WCEE, 24-28 Sep, 2012, Lisbon, Portugal.
[15] Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341-10, An American National Standard, June 22, 2010.
[16] A .J. Fussell, K.A. Cowie, G.C. Clifton and N. Mago, Development and research of eccentrically braced frames with replaceable active links. proceeding of NZSEE 21 – 23 March, 2014, Auckland, New Zealand.
[17] J. H. Choi, Evaluation of Cyclic plastic deformation of Active Links in Eccentrically Braced Frames. Report 2013, University of Auckland, Auckland, New Zealand.