A Modified Cyclic Cracking Model for RC Structural Walls Behaviour Under Dynamic Excitation |
| |
| Authors: | Email author" target="_blank">Tsai-Fu?ChuangEmail author Andrew?H?C?Chan Les?A?Clark |
| |
| Institution: | (1) Assistant Professor of Institute of Environmental Planning and Design, MingDao University, Taiwan, R.O.C;(2) Professors of Department of Civil Engineering, Birmingham University, Birmingham, B15 2TT, UK |
| |
| Abstract: | In this paper, a simple cyclic cracking model incorporating crack dilatancy effect is proposed to model the behaviour of reinforced
concrete structures under earthquake-like dynamic loading. This model has been implemented into a FE programme LUSAS (2004)
Luscas User Manual (version 12.3), FEA Ltd., London, England] to simulate reversed and cyclic loading. A shaking table test performed in Switzerland
at the Swiss Federal Institute of Technology at Zurich (ETHZ) has been chosen for comparison. The test performed on the shaking
table simulated a wall of a 3-storey building. The natural frequency and the crack pattern have been calculated and show reasonable
agreement with the experimental results |
| |
| Keywords: | cyclic cracking model reinforced concrete seismic behaviour structural walls |
| 本文献已被 SpringerLink 等数据库收录！ |
|
