Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State

Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State

This paper aims to assess the structural overstrength (<i>R</i>), seismic behaviour factor (<i>Q</i>), and effective inertia factor (<i>k<sub>eff</sub></i>), of which the effective elastic stiffness (<i>K<sub>eff</sub></i>) is a...

Full description

Bibliographic Details
Main Authors: Alejandro Vargas-Colorado, José E. Barradas-Hernández, Franco Carpio, Sergio Márquez-Domínguez, Rolando Salgado-Estrada, Armando Aguilar-Melendez
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Buildings
Subjects:
response modification factors
collapse prevention limit state
reinforced concrete bridges
seismic response
Online Access:https://www.mdpi.com/2075-5309/13/10/2423

Internet

https://www.mdpi.com/2075-5309/13/10/2423

Similar Items