1 |
Higashiura, A., Kubo, T., Sato, K., Sato, Y. and Yamanouchi, H. (1987), "Load-deflection characteristics of shear walls with openings", Proc. 9th Int. Conf. on Structural Mechanics in Reactor Technology, Lausanne. H, 537-542.
|
2 |
Cheng, F.Y., Ger, J.F., Mertz, G.E. and Sheu, M.S. (1993), "Computed versus observed inelastic seismic low-rise RC shear walls", J. Struct. Eng., ASCE., 119(11), 3255-3275.
DOI
ScienceOn
|
3 |
Katagihara, K., Kawamura, H. and Yamada, M. (1974), "Reinforced concrete shear walls with openings; test and analysis", Shear in Reinforced Concrete. 2(SP-42), ACI, Detroit, 559-578.
|
4 |
Korenaga, T., Murazumi, Y., Sotomura, K. and Yoshizaki, S. (1985), "Ultimate shear strength of shear wall in nuclear power plant", Trans. 8th SMiRT Conf., H4/4, 145-150.
|
5 |
Sheu, M.S. (1988), "Behavior of low rise RC shear walls subjected to reversed cyclic loading", Technical Report to the National Science Council, Architectural Engineering Department, National Cheng Kung University.
|
6 |
Cheng, F.Y. and Mertz, G.E. (1989), "Inelastic seismic response of reinforced concrete low-rise shear walls and building structures", NSF Report, NTIS No. PB90-123217. U.S. Department of Commerce. Washington, D.C.
|
7 |
Chiba, O., Fukuzawa, R., Hatori, T. and Yagishita, K. (1985), "Experimental study on heavily reinforced concrete shear walls", Trans. 8th SMiRT Conf. H 4/1. 131-136.
|