Cyclic deterioration parameters for shear-critical RC columns
- Authors
- Lee, Chang Seok; Han, Sang Whan
- Issue Date
- Aug-2018
- Publisher
- Techno press
- Citation
- The 2018 Structures Congress (Structures18), pp.1 - 5
- Indexed
- OTHER
- Journal Title
- The 2018 Structures Congress (Structures18)
- Start Page
- 1
- End Page
- 5
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/149484
- Abstract
- Existing reinforced concrete (RC) columns are susceptible to shear failure, and they are also known to experience significant strength and stiffness deterioration in force-deformation response. It is important to consider cyclic deteriorations when numerically simulating the force-deformation response of shear-critical RC columns. In this paper, the calibration procedure for three deteriorations (strength, unloading stiffness, and reloading stiffness) parameters is proposed. The numerical model is
verified by comparing actual and simulated force-displacement responses of ten shearcritical RC columns.
- Files in This Item
-
Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/149484)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.