Full-scale Experimental Evaluation of Partially Grouted, Minimally Reinforced Concrete Masonry Unit (CMU) Walls Against Blast Demands

2010 ◽  
Author(s):  
James S. Davidson ◽  
John M. Hoemann ◽  
Jonathon S. Shull ◽  
Hani A. Salim ◽  
Robert J. Dinan ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Experimental Evaluation ◽  
Full Scale ◽  
Masonry Unit ◽  
Concrete Masonry

Performance of infill reinforced concrete masonry unit wall with addition of waste pavement as aggregate material

2018 ◽  
Author(s):  
D. Hasan ◽  
A. Alisibramulisi ◽  
A. Habulat ◽  
S. Bakar ◽  
M. Z. Ramli ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Masonry Unit ◽  
Concrete Masonry ◽  
Aggregate Material

Experimental evaluation of factors affecting the behaviour of reinforced concrete beams strengthened by NSM CFRP strips

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 632-640
Author(s):  
Ashraf KamalEldin Shraif Suliman ◽  
Yanmin Jia ◽  
Ahmed Alhaj Abdualgader Mohammed
Keyword(s):  
Reinforced Concrete ◽  
Experimental Evaluation ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Factors Affecting

Simulation Analysis for Reinforced Concrete Aqueduct of Lijia Pumping Station

2014 ◽  
Vol 488-489 ◽  
pp. 605-608
Author(s):  
Xiang Zan Xie
Keyword(s):  
Reinforced Concrete ◽  
Simulation Analysis ◽  
Water Pressure ◽  
Water Diversion ◽  
Distribution Law ◽  
Masonry Arch ◽  
Pumping Station ◽  
Earthquake Effect ◽  
Concrete Masonry ◽  
Cushion Layer

Reinforced concrete masonry arch aqueduct is a common water diversion engineering structure. Aqueduct is decorated on the concrete cushion layer, cushion layer effects on masonry arch, the structures stress is uniform, carrying capacity is strong. This paper adopts finite element method to carry out force analysis for reinforced concrete masonry arch aqueduct of Lijia pumping station, considering aqueduct weight, water pressure and earthquake effect, etc. Researching stress and deformation distribution law of reinforced concrete masonry arch aqueduct.

Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls

2014 ◽  
Vol 76 ◽  
pp. 75-89 ◽  
Author(s):  
Michele Palermo ◽  
Ilaria Ricci ◽  
Stefano Silvestri ◽  
Giada Gasparini ◽  
Tomaso Trombetti ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Full Scale ◽  
Shaking Table ◽  
Storey Building
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