Results 11 to 20 of about 2,722 (196)

Experimental Investigation on the Performance of Historical Squat Masonry Walls Strengthened by UHPC and Reinforced Polymer Mortar Layers

open access: yesApplied Sciences, 2019
Strengthening historical brick masonry walls is important because these walls are major load-bearing members in many architectural heritages. However, historical brick masonry has low elastic modulus and low strength, historical masonry walls are prone ...
Bin Peng   +5 more
doaj   +1 more source

Anisotropy Effect of Masonry on the Behaviour and Bearing Capacity of Masonry Walls

open access: yesAdvances in Materials Science and Engineering, 2020
Firstly, an updated numerical model for the numerical analysis of planar unreinforced and confined masonry walls is presented. The model can simulate the main nonlinear material effects of masonry and reinforced concrete.
M. Smilović Zulim, J. Radnić
doaj   +1 more source

Damage indicators for unreinforced masonry building walls subjected to seismic actions [PDF]

open access: yesGrađevinski Materijali i Konstrukcije, 2017
Energy dissipation and stiffness degradation are important seismic performance indicators within the numerical modelling of structures, and in this case particularly of masonry.
Ademović Naida, Oliveira Daniel V.
doaj   +1 more source

Experimental Study on the Seismic Performance of Recycled Concrete Hollow Block Masonry Walls

open access: yesApplied Sciences, 2019
This paper aims to manufacture recycled concrete hollow block (RCHB) which can be used for the masonry structure with seismic requirements. Five RCHB masonry walls were tested under cyclic loading to evaluate the effect of the axial compression stress ...
Chao Liu   +4 more
doaj   +1 more source

Compressive strength of masonry constructed with high strength concrete blocks

open access: yesRevista IBRACON de Estruturas e Materiais, 2017
Although the use of high strength concrete blocks for the construction of tall buildings is becoming common in Brazil, their mechanical properties and behavior are not fully understood.
E. S. FORTES   +3 more
doaj   +2 more sources

Experimental Study on Seismic Strengthening of Confined Masonry Walls Using RPC

open access: yesAdvances in Materials Science and Engineering, 2019
Masonry structures without effective reinforcement are vulnerable to seismic excitation. An innovative strengthening technique was proposed for damaged and undamaged masonry walls.
Xin Wang   +4 more
doaj   +1 more source

Experimental and Numerical Study of Behaviour of Reinforced Masonry Walls with NSM CFRP Strips Subjected to Combined Loads

open access: yesBuildings, 2020
Near surface mounted (NSM) carbon fibers reinforced polymer (CFRP) reinforcement is one of the techniques for reinforcing masonry structures and is considered to provide significant advantages. This paper is composed of two parts. The first part presents
Houria Hernoune   +4 more
doaj   +1 more source

Analysis of Air Permeability of Insulated Masonry Walls

open access: yesEnergies, 2020
Recently, the construction of external ventilated walls has become popular for public and office buildings. These blocks are used without internal rendering because of their good interior surface, stable dimensions and various filling of masonry joints ...
Valdemaras Geležiūnas   +4 more
doaj   +1 more source

Estimation of shrinkage deformations of masonry by determining cracking of internal building walls/Mūro susitraukimo deformacijų įvertinimas, analizuojant pastatų vidinių sienų supleišėjimą

open access: yesJournal of Civil Engineering and Management, 2000
In practice a lot of cases are found, that loadbearing masonry walls of buildings are cracked. The main reason of these cracks is reinforced or metal lintel, reinforced concrete floors, waist-band and other elements.
Gediminas Marčiukaitis
doaj   +1 more source

Retrofitting Masonry Walls against Out-Of-Plane Loading with Timber Based Panels

open access: yesApplied Sciences, 2021
Unreinforced masonry walls are prone to failure when subjected to out-of-plane loading. This is due to their low performance in bending, and often the lack of appropriate connection to returning walls and floors.
Ornella Iuorio, Jamiu A. Dauda
doaj   +1 more source

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