scholarly journals Reinforced Concrete + Masonry: the ‘Mixed‘ Structure of the Novocomum by Giuseppe Terragni

2021 ◽  
Author(s):  
A. Greppi ◽  
C. Di Biase
Keyword(s):  
Reinforced Concrete ◽  
Mixed Structure ◽  
Concrete Masonry

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.

Behavior of fully grouted reinforced concrete masonry shear walls failing in flexure: Analysis

2009 ◽  
Vol 31 (9) ◽  
pp. 2032-2044 ◽  
Author(s):  
Marwan T. Shedid ◽  
Wael W. El-Dakhakhni ◽  
Robert G. Drysdale
Keyword(s):  
Reinforced Concrete ◽  
Shear Walls ◽  
Concrete Masonry

Analytical stress–strain model of reinforced concrete masonry wallettes under axial compression

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 2922-2935
Author(s):  
Tatheer Zahra ◽  
Julian Thamboo ◽  
Mohammad Asad ◽  
Mengli Song
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Stress Strain ◽  
Concrete Masonry ◽  
Strain Model

Shear Capacity of Reinforced Concrete Masonry Beams

2009 ◽  
pp. 118-118-29
Author(s):  
GT Suter ◽  
H Keller
Keyword(s):  
Reinforced Concrete ◽  
Shear Capacity ◽  
Concrete Masonry

Study on Seismic Performance of Reinforced Concrete Masonry High-Rise Building

2012 ◽  
Vol 166-169 ◽  
pp. 2164-2170
Author(s):  
Xu Jie Sun ◽  
Hou Zhang ◽  
Da Gang Lu ◽  
Feng Lai Wang
Keyword(s):  
Reinforced Concrete ◽  
Response Spectrum ◽  
Pushover Analysis ◽  
Time History ◽  
Time History Analysis ◽  
Masonry Building ◽  
Analysis Method ◽  
Concrete Masonry ◽  
History Analysis ◽  
Earthquake Action

The design process of the 100 m high reinforced concrete masonry building in China was firstly presented, deformation check calculation under earthquake action by mode-superposition response spectrum method and time-history analysis method were detailed and deformation under wind load was also checked. Then elastic-plastic deformation under earthquake action was checked by time-history analysis method and pushover analysis method with both under uniform load and reverse triangle load. The conclusion is construct 100 m high office building built in Fortification intensity 6 by reinforced concrete masonry is feasible. Then the building was redesigned as built in fortification 7, the same check was performed as that have been done in fortification 6, it is feasible too.

Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element

2019 ◽  
Vol 145 (7) ◽  
pp. 04019063 ◽  
Author(s):  
Matteo Peruch ◽  
Enrico Spacone ◽  
P. Benson Shing
Keyword(s):  
Reinforced Concrete ◽  
Frame Element ◽  
Concrete Masonry

A data fusion approach for progressive damage quantification in reinforced concrete masonry walls

2013 ◽  
Vol 23 (1) ◽  
pp. 015007 ◽  
Author(s):  
Prashanth Abraham Vanniamparambil ◽  
Mohammad Bolhassani ◽  
Rami Carmi ◽  
Fuad Khan ◽  
Ivan Bartoli ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Data Fusion ◽  
Masonry Walls ◽  
Progressive Damage ◽  
Damage Quantification ◽  
Concrete Masonry ◽  
Concrete Masonry Walls ◽  
Fusion Approach
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