Earthquake resiliency of confined masonry construction in Accra-Tema, Ghana

2013 ◽  
Vol 4 (1) ◽  
pp. 32-42
Author(s):  
Ishmael D. Norman ◽  
Moses Aikins ◽  
Fred N. Binka
2013 ◽  
Vol 05 (08) ◽  
pp. 56-62 ◽  
Author(s):  
Ajay Chourasia ◽  
Sriman K. Bhattacharyya ◽  
Pradeep K. Bhargava ◽  
Navratan M. Bhandari

10.29007/82lb ◽  
2018 ◽  
Author(s):  
Kushal Desai ◽  
S. B. Patel ◽  
V. V. Agrawal

Considering the present scenario, it is observed that the response of the unreinforced masonry building during the earthquake conditions have resulted into significant damages in buildings and subsequent life loss. The conventional method of masonry construction adopted so far utilizes the same construction material as in confined masonry, however the construction technique differs for both. This study has considered the analysis, design and comparison of confined masonry wall with unreinforced masonry wall. The differences in the method of construction and the performance of both, under the seismic conditions has been considered through the study on a sample building. A user friendly tool in the form of Microsoft excel worksheet is to be generated to design a confined masonry wall. The study is aimed at determining the more economic construction between the unreinforced and confined masonry.


2013 ◽  
Vol 724-725 ◽  
pp. 1702-1708
Author(s):  
Shu Hong Zuo ◽  
Hong Lu Bai ◽  
Li Hong Xiong ◽  
Ben Yi Liu ◽  
Zhi Min Tian

Cavity walls structure is unsuitable in cold area for its faultiness of poor heat-insulating property. But the cavity walls constraint masonry construction is suitable in cold area for its high heat-insulating property. Studies are carried as setting up the restoring force model of the cavity walls confined masonry structure and analyzing the dynamic time-history of cavity walls constraint masonry structure under 7 degrees small earthquake, middle earthquake or large earthquake through EL centro wave, TALF wave, Ninghe wave and Qian'an wave, which indicates that cavity walls constraint masonry construction can satisfy seismic demand of 7 degree quake. Finally, the formula for calculating the interlayer displacement of cavity walls confined masonry structure near collapse is put forward and the counting result is compared with that of dynamic time-history analyzing, which shows that the accuracy of this formula is high enough to be used for analyzing the seismic performance of cavity walls constraint masonry structure. Foundation projects: Special Basic Scientific Research for Central Public Institute (2008B002, 2010A04), Open Fund of Key Laboratory of State Education Ministroy on Urben and Engineering Safe and Disaster Diminish & Key Laboratory of Beijing on Engineering Seismic and Treatment (EESR2010-07), and High Level Talent Support Project of Heilongjiang University (HDTD2010-13).


2019 ◽  
Vol 117 (7) ◽  
pp. 1174 ◽  
Author(s):  
Ajay Chourasia ◽  
Jalaj Parashar ◽  
Shubham Singhal

2017 ◽  
Vol 20 (11) ◽  
pp. 1632-1643 ◽  
Author(s):  
Masoud Amouzadeh Tabrizi ◽  
Masoud Soltani

This article focuses on the experimental and analytical investigations of masonry walls surrounded by tie-elements under in-plane loads. The experimental results of an unconfined and a confined masonry wall, tested under reversed cyclic lateral loads, are presented. For numerical study, a micro-modeling strategy, using smeared-crack-based approach, is adopted. In order to validate the numerical approach, experimental test results and data obtained from the literature are used, and through a systematic parametric study, the influence of adjoining walls and number of tie-columns on the seismic behavior of confined masonry panels is numerically assessed and a simple but rational method for predicting the nonlinear behavior of these structures is proposed.


2016 ◽  
pp. 2319-2326
Author(s):  
J.M. Leal G. ◽  
J.J. Pérez Gavilán ◽  
J.H. Castorena G. ◽  
J.I. Velázquez D.

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