COI code: ICCT04_116
Paper Language: English
How to Download This Paper
For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.
Authors Seismic Performance Assessment of Steel Bar Joints Between Reinforced Masonry Walls and RC SlabsM Barghi - Professor assistant, civil engineering faculty, KNT university
R Riahi - MS student, civil engineering faculty, KNT university
Abstract:Reinforced masonry buildings are technically and economically suitable options for earthquake-prone countries,inadequate connections between the components of these structures cause damage and destruction in an earthquake. Percentage and connection type between wall and concrete slab is the most effective parameter in safety of these buildings. In this article a model for the seismic behavior of reinforced masonry(RM) building subjected to push-overanalysis has been presented. The modeling of the RM structure with concrete slabs has done in ABAQUS, using explicit finite element model. The proposed finite element model has been verified by comparison with experimental data available in the literature and then five models including one, two and four story buildings in different situations have been modeled. Length of anchors , distance and diameter of joint bars between the walls and concrete slabs have been investigated and some recommendations in this field have been presented
Keywords:Reinforced masonry, Concrete slab, Seismic , Joint bars)
COI code: ICCT04_116
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Barghi, M & R Riahi, 2012, Seismic Performance Assessment of Steel Bar Joints Between Reinforced Masonry Walls and RC Slabs, 4th International Conference on Seismic Retrofitting (Earthquake Engineering and new Technology on Retrofitting), تبريز, انستيتو مقاوم سازي لرزه اي ايران, https://www.civilica.com/Paper-ICCT04-ICCT04_116.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Barghi, M & R Riahi, 2012)
Second and more: (Barghi & Riahi, 2012)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)
Research Info Management
Export Citation info of this paper to research management softwares
New Related Papers
- Wave Passage and Incoherency Effects on Nonlinear Response of High Arch Dams
- Equivalent buckling length factor of semi-rigid frames with tapered columns
- Life Cycle Environmental and Economic Impacts of the use of concrete bridges with UHPFRC
- Evaluating efficiency of different responses in structural damage detection by sensitivity-based analyses
- Linear seismic response of arch dams to non-uniform excitations considering load combination effects
The Above articles are recently indexed in the related subjects
Iran Scientific Advertisment Netword
Share this paper
WHAT IS COI?
COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.