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http://dx.doi.org/10.12989/sem.2014.49.4.523

Strengthening methods for existing wall type structures by installing additional shear walls  

Chung, Lan (Department of Architectural Engineering, Dankook University)
Park, Tae Won (Department of Architectural Engineering, Dankook University)
Hwang, Ji Hyun (Structural Engineering Research Division, Korea Institute of Construction Technology)
Publication Information
Structural Engineering and Mechanics / v.49, no.4, 2014 , pp. 523-536 More about this Journal
Abstract
Before incorporating the earthquake-resistance design in design standard (1988) in South Korea, most of existing residential buildings were built without having lateral resistance capacity in addition to their structural peculiarity, such as exterior stair ways, exterior elevator room. For these reasons, the demands on retrofitting research for existing buildings arise recently and many retrofitting methods are proposed. These tasks are important to reduce the enormous economic loss and environmental issues. As the main purpose, this study was intended to examine the performance improvement in terms of ductility and strength in the wake of retrofitting and to suggest retrofitting details.
Keywords
earthquake-resistance design; existing building; strengthen methods; seismic design; CSM;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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1 Park, T., Kim, J. and Chung, L. (2011), "Seismic performance evaluation of tall and Nonseismic-designed wall-type structures by shaking table tests", Struct. Des. Tall Spec. Build., 20, 314-326.   DOI   ScienceOn
2 Priestley, M.J.N. and Seible, F. (1995), "Design of seismic retrofit measures for concrete and masonry structures", Constr. Build. Mater., 9(5), 365-377.   DOI   ScienceOn
3 Rahai, A. and Hatami, F. (2009), "Evaluation of composite shear wall behavior under cyclic loadings", J. Constr. Steel Res., 65, 1528-3064.   DOI   ScienceOn
4 Alam, M.I. and Kim, D. (2012), "Effect of constitutive material models on seismic response of two-story reinforced concrete frame", Int. J. Concrete Struct. Mater., 6, 101-110.   DOI
5 Al-Nimry, H.S., Armouti, N.S. and Najmi, A.S. (2002), "Inelastic cyclic response of stone-concrete bearing walls", Proceedings of the 6th International Conference on Concrete Technology for Developing Countries, Jordan-Amman.
6 ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings.
7 Hitakis, S., Lau, D. T. and Londono, N. (1999), "Research on seismic retrofit and rehabilitation of reinforced concrete shear walls using FRP materials", Carleton University, Ottawa, Ontario, Canada.
8 Binici, B., Ozcebe, G. and Ozcelik, R. (2007), "Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames", Compos. Part B: Eng., 38, 575-583.   DOI   ScienceOn
9 Bozdogan, K.B. (2013), "Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method", Struct. Eng. Mech., 46(1), 1-17.   DOI   ScienceOn
10 Carpinteri, A., Corrado, M., Lacidogna, G. and Cammarano, S. (2012), "Lateral load effects on tall shear wall structures of different height", Struct. Eng. Mech., 41(3), 313-337.   DOI   ScienceOn
11 Japan, A.I.o. (1996), Report on Kobe Earthquake Damage.
12 KBC (2009), Korea Building Code, Ministry of Land, Transport and Maritime affairs.
13 Lee, H.S., Woo, S.W. and Her, Y.S. (1999), "A study of correlation between experiment and analysis of nonlinear behaviors of A 1:5 scale RC frame with nonseismic details", KCI-1999 Conference, 483-486.
14 Marini, A. and Meda, A. (2009), "Retrofitting of R/C shear walls by means of high performance jackets", Eng. Struct., 31, 3059-3064.   DOI   ScienceOn
15 MIDAS-IT (2006), http://en.midasit.com/midasit/>2013.
16 Moehle, J.P. (1999), "State of Research on Seisimic Retrofit of Concrete Building Structures in the US", US-Japan Performance -Based Engineering Methodolog for Reinforced Concrete Building Structures-State of Research and Practice, University of California, Berkeley.