Pushover Analysis of Reinforced Concrete Wall-Frame Structures Using Equivalent Column Model |
Kim, Yong Joon
(Frontier Architectural, Urban, and Environmental Engineering, Hanyang University)
Han, Arum (Frontier Architectural, Urban, and Environmental Engineering, Hanyang University) Kim, Seung Nam (Frontier Architectural, Urban, and Environmental Engineering, Hanyang University) Yu, Eunjong (Frontier Architectural, Urban, and Environmental Engineering, Hanyang University) |
1 | KISC. Guidelines for seismic performance evaluation and rehabilita tion of existing buildings. Kyeonggi-do, Korea: Korea Infrastructure Safety Corporation; c2004. 224p. |
2 | American Society of Civil Engineers. Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-06. Reston, VA.; c2007. |
3 | Orakcal K, Wallace JW, Conte JP. Flexural Modeling of Rinforced Concrete Walls-Model Atribute. ACI Structural Journal. 2004;101(5): 688-698. |
4 | Applied Technology Council (ATC). PEER/ATC-72-1 Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings. Richmond, CA; c2010. 242p. |
5 | Vulcano A, Bertero VV. Analytical models for predicting the lateral response of RC shear walls: Evaluation of their reliability, Report NO. UCB/EERC-87/19, EERC. University of California: Berkeley, California; c1987. |
6 | Milev JI. Two Dimensional Analytical Model of Reinforced Concrete Shear Walls. Proc, 11th of WCEE, Paper No 320m.c1996. |
7 | Kabeyasawa T, Shiohara H, Otani S. Discussion of Dynamic Response System. Proc. 8th of WCEE. US-japan Cooperative Research on R/C Full-Scale Building Test, Part 5. 1984;627-634. |
8 | Kim, DG, Eom, TS, Lim YJ, Lee HS, Park, HG, Macro Model for nonlinear analysis of reinforced concrete walls, J. Korea Concrete Inst. 2011 Oct;23(5):569-578. 과학기술학회마을 DOI ScienceOn |
9 | Kim, TW, Jeong, SH, You, TS. A Simple Model for the Nonlinear Analysis of an RC Shear Wall with Boundary Elements. EESK J. Earthquake Eng. 2011 Aug;15(4):45-54. 과학기술학회마을 DOI |
10 | Ko DW, Lee HS. Nonlinear Static Analysis of Irregular RC Buildings. Proceeding of Earthquake Engineering Society of Korea. 2006 Mar; 225-232. |
11 | MATLAB Programming Fundamentals. Revised for Version 7.14, Natick, MA: The Mathworks Inc.; c2012. 985p. |
12 | Optimization User's Guide. Revised for Version 6.1, Natick, MA: The Mathworks Inc.; c2012. 776p. |
13 | Eivind H. A study of combined bending and axial load in reinforced concrete members, Bulletin 399. Univ. of Illinois engineering experi ment station, Urbanam Ill; c1951. 128p. |
14 | Cho BH. Deformation based seismic design of asymmetric wall structures. Seoul National University Graduate School: Seoul; c2012, 242p. |
15 | Computer and Structures, Inc. PERFORM User Guide ver 4. CSI: Berkerly, CA.; c2006. |
16 | Yu, EJ. seismic performance evaluation and rehabilitation of existing buildings. EESK Tech. Workshop; Seoul; EESK; c2013. |
17 | Computer and Structures, Inc. Components and Elements for PERFORM 3D and PERFORM-Collapse ver 4. CSI: Berkerly, CA.; c2006. |