Assessment of an Existing RC Building before and after Strengthening Using Nonlinear Static Procedure and Incremental Dynamic Analysis
Inadequate attention during design and construction of some of reinforced concrete (RC) buildings in Cyprus has raised questions about the performance level of these existing buildings under future earthquakes. This study aimed to assess the seismic structural response of a four story existing RC bu...
Saved in:
Main Authors: | Amir A. Hedayat, Hakan Yalciner |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2010-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.3233/SAV-2010-0553 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Response Modification Factor of RC Frames Strengthened with RC Haunches
by: Junaid Akbar, et al.
Published: (2020-01-01) -
Seismic performance evaluation of multi-storied RC structures by nonlinear static analysis
by: Md. Foisal Haque, et al.
Published: (2025-03-01) -
Numerical nonlinear analysis of RC beams with un-strengthened and CFRP-strengthened opening drilled under service loads within shear zones
by: Magdy Khalaf, et al.
Published: (2023-01-01) -
Nonlinear Static Soil-Structure Interaction Analysis of Time-Dependent Soil Deformation Effects on RC Structures
by: Ayat Errahmane Remadna, et al.
Published: (2024-06-01) -
Review on NSM CFRP Strengthened RC Concrete Beams in Shear
by: Majid M. A. Kadhim, et al.
Published: (2021-01-01)