Non-linear step by step seismic response and Push-over analysis for reinforced concrete buildings in Mexico City

2009 ◽  
Author(s):  
J. A. Avila ◽  
K. I. Gutierrez
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Mexico City ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Non Linear

The Mexico Earthquake of September 19, 1985—Statistics of Damage and of Retrofitting Techniques in Reinforced Concrete Buildings Affected by the 1985 Earthquake

1989 ◽  
Vol 5 (1) ◽  
pp. 145-151 ◽  
Author(s):  
J. Aguilar ◽  
H. Juárez ◽  
R. Ortega ◽  
J. Iglesias
Keyword(s):  
Reinforced Concrete ◽  
Statistical Analysis ◽  
Data Base ◽  
Mexico City ◽  
Failure Modes ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Mexico Earthquake

The 1985 Mexico City earthquake caused very serious damage, especially in reinforced concrete buildings, making it necessary to repair and strengthen many structures. The authors had the opportunity to study 114 of these retrofitted buildings. The data base created with the collected information contains the description of the building, its damages and the retrofitting techniques used. The statistical analysis of this information makes it possible to identify the correlation among the structural and foundation types, the dominant failure modes, the causes of damage and the repair and strengthening techniques used in this group of buildings.

scholarly journals Influence of Chained Masonry on the Seismic Response of Reinforced Concrete Buildings

2021 ◽  
Vol 18 (16) ◽  
Author(s):  
Abdelkader NOUR ◽  
Abdelkader BENANANE ◽  
Humberto VARUM
Keyword(s):  
Numerical Simulation ◽  
Reinforced Concrete ◽  
Seismic Response ◽  
Masonry Wall ◽  
Masonry Walls ◽  
Reinforced Concrete Buildings ◽  
Seismic Code ◽  
Concrete Buildings ◽  
Finite Element Software ◽  
Algerian Seismic Code

The influence of chained masonry walls, which represents a special case of masonry infill without gap, on the seismic response of reinforced concrete buildings is extremely important due to their wide use in this type of building. We can consider the period of building as the key parameter to study this influence. In this article, we had carried out a comparative study of several 2D models of a multi-storey reinforced concrete building with a brick chained masonry wall using the response spectrum method in the ETABS finite element software, following the prescriptions of the current Algerian seismic code. This study included the use of the number of spans, the span length, the number of storeys, the thickness of the chained masonry wall, the ground soft storey, the openings in the walls, and the short column for studying the influence of these to the walls. The values from the numerical simulation were compared with those from the formula of the period of building, provided by both the Algerian and European codes. Based on the results obtained, we were able to assess the influence of chained masonry walls on the seismic response on this type of buildings. Through this article, we have concluded that these walls have a great influence on the overall behavior of reinforced concrete buildings under seismic loading. HIGHLIGHTS Clarify the importance of numerical simulation of chained masonry walls in the design of reinforced concrete buildings Give recommendations to the current Algerian seismic code for properly design the infilled buildings with chained masonry Know the great danger marked in the current conceptions, which neglect these walls in the phase of conception Give to the infilled reinforced concrete buildings an adequate design in case of earthquake loadings GRAPHICAL ABSTRACT

Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings

2018 ◽  
Vol 22 (sup2) ◽  
pp. 105-139 ◽  
Author(s):  
Paolo Ricci ◽  
Vincenzo Manfredi ◽  
Fabrizio Noto ◽  
Marco Terrenzi ◽  
Crescenzo Petrone ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Response Analysis ◽  
Reinforced Concrete Buildings ◽  
Seismic Response Analysis ◽  
Concrete Buildings

scholarly journals Seismic response of multi-storey reinforced concrete buildings with soft floor

HBRC Journal ◽  
2021 ◽  
Vol 17 (1) ◽  
pp. 407-428
Author(s):  
Mariem M. Abd-Alghany ◽  
Khaled F. El-Kashif ◽  
Hany A. Abdalla
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings
Sign in / Sign up

Export Citation Format

Share Document