Qualitative Seismic Evaluation of the Existing UR Masonry Shear Walls – Reinforced Concrete Frames System
The dual system buildings consisting of Unreinforced Masonry (URM) Shear Walls and Reinforced Concrete (RC) Frames are part of the existing buildings patrimony in Romania. Being a seismic zone, the qualitative evaluation of this type of structural system represents both a specific and a holistic app...
Saved in:
Main Authors: | Mihai Petru, Sococol Ion |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2024-12-01
|
Series: | Selected Scientific Papers: Journal of Civil Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/sspjce-2024-0014 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Nonlinear modeling of unreinforced masonry structures under seismic actions: validation using a building hit by the 2016 Central Italy earthquake
by: Chiara Ferrero, et al.
Published: (2020-01-01) -
Seismic vulnerability analysis of reinforced concrete frame with infill wall considering in-plane and out-of-plane interactions
by: Dan Wang
Published: (2022-09-01) -
Seismic vulnerability analysis of reinforced concrete frame with infill walls considering in-plane and out-of-plane interactions
by: Dan Wang
Published: (2022-10-01) -
Seismic vulnerability analysis of reinforced concrete frame with infill wall considering in-plane and out-of-plane interactions
by: Dan Wang
Published: (2022-09-01) -
Crack Propagation Analysis at Openings in Unreinforced Masonry Walls Due to Lateral and Vertical Loads.
by: Ihangu, Derrick
Published: (2025)