Seismic behavior of high-strength concrete flexural walls with boundary elements |
Kim, Seung-Hun
(Technical Division, LG Engineering & Construction Corp.)
Lee, Ae-Bock (School of Architecture, Chungnam National University) Han, Byung-Chan (School of Architecture, Chungnam National University) Ha, Sang-Su (STRESS, Hanyang University) Yun, Hyun-Do (School of Architecture, Chungnam National University) |
1 | Paulay, T.A. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., 744pp. |
2 | Kabeyasawa, T. and Hiraishi, H. (1993), "Test and analyses of high-strength reinforced concrete shear walls in Japan", ACI SP 176-13, 281-310. |
3 | Wallace, J.W. (1994), "New methodology for seismic design of RC shear walls", J. Struct. Eng., ASCE, 120(3), 863-884. DOI ScienceOn |
4 | ACI Committee 318 (2002), "Building code requirements for structural concrete (ACI318-02) and commentary (ACI318R-02)", American Concrete Institute, Michigan. |
5 | Lefas, I. (1988), "Behaviour of reinforced concrete structural walls and its implication for ultimate limit state, design", PhD Thesis, University of London. |
6 | Paulay, T.A. (1986), "Design of ductile reinforced concrete structural walls for earthquake resistance", Earthquake Spectra, 2(4), 783-823. DOI ScienceOn |
7 | Yun, H.D., Choi, C.S. and Lee, L.H. (2004), "Earthquake loading of high-strength concrete walls", Proc. of the Inst. of Civil Engineers, Structures and Buildings, 157, SB3, 201-209. DOI ScienceOn |
8 | Zhang, Y.F. and Wang, Z.H. (2000), "Seismic behavior of reinforced concrete shear walls subjected to high axial loading", ACI Struct. J., 97(5), Sept.-Oct., 739-750. |
9 | Eurocode 8 (1994), "Design provisions for earthquake resistance of structures", ENV 1998.1, Brussels. |
10 | Darwin, D. and Nmai, C.K. (1986), "Energy dissipation in RC beams under cyclic load", J. Struct. Eng., ASCE. 112(8), 1829-1846. DOI ScienceOn |
11 | Yun, H.D., Choi, C.S. and Lee, L.H. (2004), "Behaviour of high-strength concrete flexural walls", Proc. of the Inst. of Civil Engineers, Structures and Buildings, 157, SB2, 137-148. DOI ScienceOn |
12 | Gupta, A.K. and Maestrini, S.R. (1990), "Tension stiffness model for reinforced concrete bars", J. Struct. Eng., ASCE, 116(3), 769-790. DOI |
13 | MacGregor, J.G. et al. (1997), "Modification of the ACI rectangular stress block for high-strength concrete", ACI Struct. J., 94(2), 40-48. |
14 | Architectural Institute of Japan (AIJ) (1994), "AIJ structural design guidelines for reinforced concrete buildings based on ultimate strength concept", AIJ, Tokyo. |
15 | Gupta, A. and Rangan, B.V. (1998), "HSC structural walls", ACI Struct. J., 95(2), Mar.-Apr., 194-204. |
16 | Wallace, J.W. and Moehle, J.P. (1992), "Ductility and detailing requirements of bearing wall buildings", J. Struct. Eng., ASCE, 118(6), 1625-1644. DOI |
17 | Ehsani, M.R. and Wright, J.K. (1990), "Confinement steel requirements for connections in ductile frames", J. Struct. Eng., ASCE, 116(3), 751-767. DOI |
18 | Razvi, S. and Saatcioglu, M. (1999), "Confinement model for high-strength concrete", J. Struct. Eng., ASCE, 125(3), March, 281-289. DOI ScienceOn |
19 | Legeron, F. and Paultre, P. (2003), "Uniaxial confinement model for normal- and high-strength concrete columns", J. Struct. Eng., ASCE, 129(2), 241-252. DOI ScienceOn |