Methodology to evaluate the collapse limit state of R/C frames based on the seismic response spectrum

Abstract This study proposes a method to evaluate the collapse limit displacement of reinforced concrete buildings based on the seismic response spectrum as a more practical alternative to previous methods based on dynamic analysis. The collapse limit displacement estimated by the proposed method is...

Full description

Bibliographic Details
Main Authors: Kazuto Matsukawa, Masaki Maeda
Format: Article
Language:English
Published: Wiley 2018-10-01
Series:Japan Architectural Review
Subjects:
Online Access:https://doi.org/10.1002/2475-8876.12058