Results 141 to 150 of about 2,114,654 (290)

Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling [PDF]

, 2014
Shear walls are subjected to flexure and shear efforts in conjunction with compressive stresses associated to the gravity loads. In shear mode, diagonal cracks develop at the unit-mortar interface or both at the unit-mortar interface and through units as
Haach, V. G., Lourenço, Paulo B., Vasconcelos, Graça   +2 more
core  

Parametric Study of Orthotropic Masonry Walls under Static and Dynamic Loading

Tehnički Glasnik
The paper presents a parametric study of unreinforced and confined masonry walls with orthotropic properties under in-plane static and dynamic loading. A previously developed FEM model was extended to simulate the behaviour of the orthotropic masonry and
Marija Smilović Zulim, Marina Nikolić, Maša Ercegovac, Jure Radnić   +3 more
doaj   +1 more source

An automated sonic tomography system for the inspection of historical masonry walls. [PDF]

Open Res Eur, 2023
Ortega J, Meersman MFL, Aparicio S, Liébana JC, Martín R, Anaya JJ, González M.   +6 more
europepmc   +1 more source

Seismic performance evaluation of plastered cellular lightweight concrete (CLC) block masonry walls. [PDF]

Sci Rep, 2023
Khan K, Shahzada K, Gul A, Khan IU, Eldin SM, Iqbal M.   +5 more
europepmc   +1 more source

Geometrical digital twins of the as-built microstructure of three-leaf stone masonry walls with laser scanning. [PDF]

Sci Data, 2023
Saloustros S, Settimi A, Ascencio AC, Gamerro J, Weinand Y, Beyer K.   +5 more
europepmc   +1 more source

Failure mode, deformability and strength of masonry walls [PDF]

, 2012
For materials such as concrete, the understanding of the failure mode, deformability and strength of block masonry walls are important to simulate the behaviour of the assembly.
Lourenço, Paulo B., Mohamad, Gihad, Nakanishi, Elizabete Yukiko, Rizzatti, Eduardo, Roman, Humberto R.   +4 more
core  

Reinforced masonry shear walls

Bulletin of the New Zealand Society for Earthquake Engineering, 1982
Nine 2.4 m high by 1.6 m long reinforced masonry walls (140 mm) were cycled under reverse curvature loading. The walls were designed to investigate the effect of vertical preload and the effectiveness of repair by epoxy grout injection together with certain matters raised by the Draft Code for Design of Reinforced Masonry, in particular effect of ...
S. J. Thurston, D. L. Hutchison
openaire   +2 more sources

Comparative Studies of the Confined Effect of Shear Masonry Walls Made of Autoclaved Aerated Concrete Masonry Units. [PDF]

Materials (Basel), 2023
Jasiński R, Gąsiorowski T.
europepmc   +1 more source

Effects of aspect ratios and vertical loads on in-plane seismic behavior of unreinforced masonry walls: A numerical simulation. [PDF]

PLoS One, 2023
Hu Y, Ma P, Yao J.
europepmc   +1 more source

Towards rational decision-making on repointing to mitigate moisture damage in building envelopes: A probabilistic study

Developments in the Built Environment
Repointing is a prevalent maintenance practice in Northern Europe aimed at mitigating moisture-related damage in brick masonry buildings. Although commonly used, evidence of its effectiveness is limited.
Seyedmohammad Kahangi Shahreza, Mohsen Bayat Pour, Akram Abdul Hamid   +2 more
doaj   +1 more source