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Behaviour Of Concrete Masonry Walls With Mortar Stronger Than Block Subjected To Compressive Loading

Penyelidikan ini mengkaji keberkesanan beban mampat menegak dalam dinding kerja batu tidak bertetulang. Empat spesimen dinding bersaiz (1228 mm x 685mm x 100 mm) dengan sifat sambungan mortal atau lepa yang berlainan digunakan. Penyelidikan ini dijalankan berdasarkan standard Bs dan ASTM. Ciri ke...

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Bibliographic Details
Main Author: Ali Pzabez, Atman Moloud Mohamed
Format: Thesis
Language:English
Published: 2011
Subjects:
T Technology
TA1-2040 Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/40697/1/Behaviour_Of_Concrete_Masonry_Walls_With_Mortar_Stronger_Than_Block_Subjected_To_Compressive_Loading.pdf
http://eprints.usm.my/40697/
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http://eprints.usm.my/40697/1/Behaviour_Of_Concrete_Masonry_Walls_With_Mortar_Stronger_Than_Block_Subjected_To_Compressive_Loading.pdf
http://eprints.usm.my/40697/

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