Browse > Article
http://dx.doi.org/10.5000/EESK.2014.18.4.181

Seismic Performance Evaluation of Reinforced Concrete Shear Wall Systems Designed with Special and Semi-Special Seismic Details  

Oh, Hae Cheol (Department of Architectural Engineering, Sejong University)
Lee, Kihak (Department of Architectural Engineering, Sejong University)
Chun, Young Soo (Land & Housing Institute, Korea Land & Housing Corporation)
Kim, Tae Wan (Department of Architectural Engineering, Kangwon National University)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.18, no.4, 2014 , pp. 181-191 More about this Journal
Abstract
This research presents the nonlinear analysis model for reinforced concrete shear wall systems with special boundary elements as proposed by the Korean Building Code (KBC, 2009). In order to verify the analysis model, analytical results were compared with the experimental results obtained from previous studies. Established analytical model was used to perform nonlinear static and dynamic analyses. Analytical results showed that the semi-special shear wall improved significantly the performance in terms of ductility and energy dissipation as expected based on previous test results. Furthermore, nonlinear incremental dynamic analysis was performed using 20 ground motions. Based on computer analytical results, the ordinary shear wall, special shear wall and newly proposed semi-special shear wall systems were evaluated based on the methods in FEMA P965. The results based on the probabilistic approaches accounting for inherent uncertainties showed that the semi-special shear wall systems provide a high capacity/demand (ACMR) ratio owing to their details, which provide enough capacity to sustain large inelastic deformations.
Keywords
Special shearwall; Boundary element; Concrete confinement; Seismic design; Nonlinear analysis;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 Robert E. Englekirk. Seismic Design of Reinforced and Precast Concrete Buildings.
2 Architectural Institute of Korea. Korean Building Code and Commentary. c2009.
3 PERFORM Components and elements for PERFORM 3D and PERFORM-Collapse ver 4. Computers and Structures, Inc, CSI, Berkerly, CA; c2006.
4 Baker JW. Cornell CA. Correlation of response spectral values for multicomponent ground motion. Bulletin the Seismological Society of America. 2006;96(1):215-227.   DOI
5 Chun YS, Lee KH, Lee HW, Park YE, Song JK. Seismic Performance of Special Shear Wall Structural System with Effectively Reduced Reinforcement Detail. Journal of Korea Concrete Institute. 2013 Jun;25(3):271-281.   과학기술학회마을   DOI
6 Yoon SJ, Lee KH, Chun YS, Kim TW. Analysis of Nonlinear Seismic Behavior of Reinforced Concrete Shear Wall Systems Designed with Special and Semi-Special and Semi-Special Seismic Details. Journal of the Earthquake Engineering Society of Korea. 2013 Jan;17(1):43-51.   과학기술학회마을   DOI
7 Building Code Requirements for Structural Concrete and Commentary. ACI318-08. American Concrete Institute, Farmington Hills, MI. c2008.
8 Boore DM, Atkinson GM. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01s and 10.0s. Earthquake Spectra. c2008. p.99-138.
9 Korea Concrete Institute. Structural design code and commentary of RC concrete systems. c2009.
10 Korea Land & Housing Corporation. Seismic performance evaluation of semi-special shearwall systems. c2011.
11 Abrahamson NA, Silva WJ. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismological Research Letters. 1997;68(1):94-127.   DOI   ScienceOn
12 Campbell KW, Bozorgnia Y. NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10s. Earthquake Spectra. 2008;24:139-171.   DOI
13 Kottke AR, Rathje EM. A semi-automated procedure for selecting and scaling recorded earthquake motions for dynamic analysis. Earthquake Spectra. c2008. p.911-932.
14 Jayaram N, Lin T, Baker JW. A comutationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance. Earthquake Spectra. 2011;27(3):797-815.   DOI   ScienceOn
15 Ministry of Construction Transportation. A Study on the Seismic Design Code(II). c1997.
16 Han SW, Seok SW. Efficient Method for Selecting Ground Motions with a Mean Response Spectrum Matching a Target Spectrum. Journal of the Earthquake Engineering Society of Korea. 2011 Oct; 15(5):1-10.   과학기술학회마을   DOI
17 Architectural Institute of Korea. Guideline for Structural Design and Construction in Remodelling of Apartment Building. c2003.
18 Song HS, Han DH. Seismic capacity evaluation of RC building by seismic criteria in Korean. Journal of Architectural Institute of Korea Conference. 2008. Oct;28(1):65-68.
19 Architectural Institute of Korea. Korean Building Code and Commentary. c2005.
20 Ministry of Construction Transportation. Rule about Structure Standards of the Building. c1998.
21 Seismic Performance Evaluations of RC Bearing Wall Systems with Coupling Beams-For Apartment Buildings in 1990s. Journal of Earthquake Engineering Society of Korea. 2011 Aug;15(4):22-31.   과학기술학회마을   DOI
22 ATC. Quantification of Building seismic performance factors. ATC-63(FEMA695), ASCE 7-05. Applied Technology Council; c2005.
23 John W. Wallace. Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled-Shear-Flexural Responses. PEER Report. c2006.
24 National Emergency Management Agency. Development of Seismic Fragility Functions of Domestic Architectural Structure. c2009. p. 219-234.
25 Chung L, Woo SS, Choi KY, Park TW. Seismic Performance Preliminary Evaluation Method of Reinforced Concrete Apartments with Bearing Wall system. Journal of the Korea Concrete Institute. 2007 Jun;19(3):393-400.   과학기술학회마을   DOI
26 FEMA-P965 : Quantification of Building Seismic Performance Factors. Federal Emergency Management Agency. FEMA; c2009.
27 ASCE. Minimum design loads for buildings and other structures. American Society of Civil engineers; c2005.