scholarly journals Experimental study of structural behaviour of Chinese bond brick masonry: A new trend of durable & economical construction in Pakistan

2020 ◽  
Author(s):  
Muhammad Nauman Azhar ◽  
Liaqat Ali Qureshi
Keyword(s):  
Experimental Study ◽  
Brick Masonry ◽  
Structural Behaviour

Experimental study on seismic performance of fire-exposed perforated brick masonry wall

2018 ◽  
Vol 180 ◽  
pp. 77-91 ◽  
Author(s):  
Jin Zhang ◽  
Hao Ma ◽  
Cheng Li ◽  
Qingfeng Xu ◽  
Weibin Li
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Masonry Wall ◽  
Brick Masonry

Experimental Study on Clay Brick Masonry Assemblies Strengthened with Basalt Textile Reinforced Mortar

2018 ◽  
Vol 48 (4) ◽  
pp. 20170792
Author(s):  
Bryan Ewe ◽  
Kim Hung Mo ◽  
Foo Wei Lee ◽  
Choon Wah Yuen ◽  
Tung-Chai Ling
Keyword(s):  
Experimental Study ◽  
Brick Masonry ◽  
Clay Brick ◽  
Textile Reinforced Mortar

Seismic Resistance of Unreinforced Brick Masonry Buildings: An Experimental Study

2011 ◽  
Vol 255-260 ◽  
pp. 2622-2626 ◽  
Author(s):  
Azmat Ullah ◽  
Khan Shahzada ◽  
Akhtar Naeem Khan ◽  
Amjad Naseer ◽  
Mohammad Ashraf ◽  
...  
Keyword(s):  
Experimental Study ◽  
Axial Compression ◽  
Rice Husk ◽  
Brick Masonry ◽  
Experimental Results ◽  
Wire Mesh ◽  
Seismic Resistance ◽  
Masonry Buildings ◽  
Wall Surface ◽  
Diagonal Compression

This paper presents a study on seismic resistance of typical single and double storey masonry buildings constructed in the southern districts of Pakhthunkhwa, Pakistan. Two types of bricks; wooden and rice husk burnt bricks, have been investigated in combination with mud and cement-sand mortar. Plane and reinforced specimens have been tested in axial compression and diagonal compression. Analysis of the experimental results show that both single and double storey buildings constructed in the study area with mud mortar and mud plaster are seismically vulnerable. However application of the wire mesh on wall surface subsequently plastered increases the strength significantly and make the structure resistant to the earthquake forces.

scholarly journals Experimental Study for Structural Behaviour of Precast Lightweight Panel (PLP) Under Flexural Load

2017 ◽  
Vol 216 ◽  
pp. 012035 ◽  
Author(s):  
W I Goh ◽  
N Mohamad ◽  
Y L Tay ◽  
N H A Rahim ◽  
A A Jhatial ◽  
...  
Keyword(s):  
Experimental Study ◽  
Structural Behaviour

Experimental Study on Deformability of Fang Ren Glass Cloth in Strengthening Autoclaved Fly Ash Brick Masonry

2011 ◽  
Vol 94-96 ◽  
pp. 1304-1308
Author(s):  
Xiao Yan He ◽  
Na Li
Keyword(s):  
Experimental Study ◽  
Fly Ash ◽  
Mechanical Behavior ◽  
Ultimate Load ◽  
Brick Masonry ◽  
Glass Cloth ◽  
Mortar Specimen ◽  
Polymer Mortar

This article studies the deformability of Fang Ren Glass Cloth in strengthening autoclaved fly ash brick masonry, based on the experiment of the mechanical behavior of specimens under single-direction loading. It also analyzes grid sticking method and the effect of U、L trim strips anchoring of specimens. One polymer mortar specimen and three strengthening specimens are used in the experiment. The results illustrates that the cracking load、ultimate load and deformability of strengthened masonry are higher than the un-strengthened one. The study has also shown that anchoring is important; the effect of strengthening is remarkable when anchored well.

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