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http://dx.doi.org/10.9712/KASS.2020.20.1.87

Seismic Performance Evaluation of Existing Buildings Using Equivalent Double Diagonal Strut Model for Corrugated Steel Plate Walls  

Lee, Chang-Hwan (Department of Architectural Engineering, Pukyong National University)
Son, Joo-Ki (Department of Architectural Engineering, Pukyong National University)
Publication Information
Journal of Korean Association for Spatial Structures / v.20, no.1, 2020 , pp. 87-94 More about this Journal
Abstract
A corrugated steel plate wall (CSPW) system is advantageous to secure the strength and stiffness required for lateral force resistance because of its high out-of-plane stability. It can also stably dissipate large amounts of energy even after peak strength. In this paper, a preliminary study has been carried out to use the CSPW system in the seismic retrofit of existing reinforced concrete (RC) moment frame buildings. The seismic performance for an example building was evaluated, and then a step-by-step retrofit design procedure for the CSPW was proposed. An equivalent analytical model of the CSPW was also introduced for a practical analysis of the retrofitted building, and the strengthening effect was finally evaluated based on the results of nonlinear analysis.
Keywords
Corrugated steel plate wall; Equivalent diagonal strut; Existing building; Seismic performance evaluation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Ministry of the Interior and Safety (MOIS), "MOIS, Announcement of the Results of Promoting Measures for Seismic Retrofitting", Retrieved from https://www.mois.go.kr/frt/bbs/type010/commonSelectBoardArticle.do?bbsId=BBSMSTR_000000000008&nttId=70403
2 Architectural Institute of Korea (AIK), "Korean Building Code and Commentary", AIK, 2016.
3 Lee, C. H., Chung, K. S., Park, J. S., Woo, W. T., & Chung, K. R. (2018). Preliminary Design Procedure of Corrugated Steel Wall Systems for Seismic Retrofit of Existing Buildings. Proceedings of the 29th Annual Conference, Korean Society of Steel Construction, Republic of Korea, pp.45-46
4 Mo, Y. L., & Perng, S. F., "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals", Advances in Structural Engineering, Vol.3, No.3, pp.255-262, 2000   DOI
5 Essa, H. S., Tremblay, R., & Rogers, C. A., "Behavior of Roof Deck Diaphragms under Quasistatic Cyclic Loading", Journal of Structural Engineering, Vol.129, No.12, pp.1658-1666, 2003   DOI
6 Yi, J., Gil, H., Youm, K., & Lee, H., "Interactive Shear Buckling Behavior of Trapezoidally Corrugated Steel Webs", Engineering Structures, Vol.30, No.6, pp.1659-1666, 2008   DOI
7 Lho, S. H., Lee, C. H., Oh, J. T., Ju, Y. K., & Kim, S. D., "Flexural Capacity of Plate Girders with Very Slender Corrugated Webs", International Journal of Steel Structures, Vol.14, No.4, pp.731-744, 2014   DOI
8 Emami, F., Mofid, M., & Vafai, A, "Experimental Study on Cyclic Behavior of Trapezoidally Corrugated Steel Shear Walls", Engineering Structures, Vol.48, pp.750-762, 2013   DOI
9 Mizutani, K., Hirakawa, K., & Nakashima, M., "Construction of a 300-Meter Vertical City: Abeno Harukas", International Journal of High-Rise Buildings, Vol.4, No.3, pp.199-208, 2015   DOI
10 Takenaka Corporation. (2010, August 3). JPubb. Large Rise in the Use of "Corrugated Steel Plate Earthquake-Resisting Wall" for New Building and Renewal Work. Retrieved from http://www.jpubb.com/en/press/26931/
11 Hamada, A., Fukuhara, T., Ikeda, H., & Kondou, N. (2017). Innovative Seismic Retrofit Technique for Existing RC Buildings Using External Corrugated Steel Plate Walls. Proceedings of the 16th World Conference on Earthquake, Chile, pp.1-11
12 CSI (Computers & Structures, Inc.), "CSI Analysis Reference Manual", ETABS version 17, CSI, 2017.
13 Korea Infrastructure Safety & Technology Corporation (KISTEC), "Guidelines for Seismic Performance Evaluation of Existing Structures (Buildings)", KISTEC, 2013.
14 Architectural Institute of Korea (AIK), "Guidelines for Performance-Based Seismic Design of Residential Buildings", AIK, 2017.
15 Luttrell, L. D., "Diaphragm Design Manual", 4th ed., Steel Deck Institute, 2015.
16 Bleich, F., "Buckling Strength of Metal Structures", 1st ed., McGraw-Hill, pp.1-508, 1952.
17 American Society of Civil Engineers (ASCE), "Seismic Evaluation and Retrofit of Existing Buildings", ASCE/SEI 41-13, 2014.