Effects Of Loading Rate On Reinforced Concrete Shear Walls Part 3. High Speed Loading Tests Of Reinforced Concrete Shearwalls And FE Simulation Analyses
Price
Free (open access)
Transaction
Volume
41
Pages
10
Published
1999
Size
798 kb
Paper DOI
10.2495/ERES990071
Copyright
WIT Press
Author(s)
J. Mizuno, I. Matsuo, A. Suzuki, H. Morikawa, M. Ishida T. Koiso, Y. Kasai, N. Nakamura and T. Ohno
Abstract
The objectives of Part 3 of this study are to experimentally investigate the effects of loading rate on the shear strength-deformation relationships of RC shear walls, and to propose a FE simulation method. Lateral high speed loading were applied to the 1/10 scale wall specimens with the loading rate varied from static level up to 1.0 m/s. The tests results showed that as the loading rate increases, not only the shear strength but also the shear strain at the maximum shear strength of specimens increase. Results of FE simulation
Keywords