Analytical Modeling of Hysteretic Behavior of R/C Frames
- 1 March 1987
- journal article
- research article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 113 (3), 429-444
- https://doi.org/10.1061/(asce)0733-9445(1987)113:3(429)
Abstract
A theory for an enhanced mathematical model of R/C frame members is presented and its accuracy is verified by simulating various laboratory experiments for which data were available in the literature. New member and global damage parameters are defined. These damage parameters are useful for subsequent reliability analysis of damaged concrete frames.This publication has 5 references indexed in Scilit:
- Reliability of Concrete Frames Damaged by EarthquakesJournal of Structural Engineering, 1987
- Analysis of damaged concrete frames for cyclic loadsEarthquake Engineering & Structural Dynamics, 1983
- Reinforced Concrete Members with Cyclic LoadingJournal of the Structural Division, 1972
- Reinforced Concrete Response to Simulated EarthquakesJournal of the Structural Division, 1970
- Two Nonlinear Beams With Definitions of DuctilityJournal of the Structural Division, 1969