Journal of Asian Architecture and Building Engineering
Online ISSN : 1347-2852
Print ISSN : 1346-7581
Building Structures and Materials
Seismic Damage Assessment of Steel Reinforced Concrete Members by a Modified Park-Ang Model
Wei HuangJiang QianZhi Zhou
Author information
JOURNALS FREE ACCESS

2016 Volume 15 Issue 3 Pages 605-611

Details
Abstract

Because the seismic performance of steel reinforced concrete (SRC) members are usually different from that of common reinforced concrete members, a modified Park-Ang damage model for SRC members is proposed in this paper. The combination coefficient of the modified damage model is derived using the related experimental results of SRC columns. Then, a formula is developed to describe the relationship between the coefficient and the parameters of the SRC columns such as the axial load ratio, steel ratio and slenderness radio. The results indicate that at the failure state of the SRC members, the modified damage index has a mean value close to 1.0 and limited scatter. The damage response of SRC members can be better represented by the modified damage model. Finally, based on the features of the skeleton curves and related research on performance classification of SRC members, the damage indexes at the principle damage states are calculated using the modified model.

Information related to the author
© 2016 Architectural Institute of Japan
Previous article Next article
feedback
Top