Passive Seismic Energy Dissipation Mechanisms for Smart Green Structural System (SGSS)
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.
[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.
[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.
@article{"International Journal of Architectural, Civil and Construction Sciences:69713", author = "Daniel Y. Abebe and Dongyoung Lim and Gyumyong Gwak and Jaehyouk Choi", title = "Passive Seismic Energy Dissipation Mechanisms for Smart Green Structural System (SGSS)", 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.", volume = "9", number = "2", pages = "189-5", }
