Analytical Derivation of the q-Factor for Slender Masonry Structures Under Out-of-Plane Seismic Action
Slender masonry structures, in the absence of disintegration phenomena, can be idealized as rigid bodies subjected to seismic excitation. In this study, a closed-form expression for the behavior factor (<i>q</i>-factor) associated with overturning collapse under out-of-plane seismic load...
Saved in:
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-07-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/15/2622 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|