Abstract: A methodology that permits an assessment of the reliability of concrete frames, which may have been damaged in previous earthquakes, is presented. Using Monte Carlo simulation, damage probability matrices are constructed ...

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 ...

Abstract: A microcomputer software package, FRAME‐AD Version 3.00, has been developed for the analysis and design of moment‐resisting steel frames. The main feature of the software is the use of interactive computer graphics. This ...