Results 161 to 170 of about 2,114,654 (290)

Use of the AE Effect to Determine the Stresses State in AAC Masonry Walls under Compression. [PDF]

Materials (Basel), 2021
Jasiński R, Stebel K, Kielan P.
europepmc   +1 more source

Compressive Bearing Capacity Experiment of Brick Walls Under Vertical Loads Considering the Mortar Compaction Process

Buildings
Total floor areas of existing masonry structures in China cover 25 billion square meters. A significant proportion of these structures were classified as Grade C or D following a safety assessment.
Jing Zhang, Fenglai Wang, Shimin Huang, Baojiang Yin, Lele Wu   +4 more
doaj   +1 more source

Vulnerability assessment of urban building stock: a hierarchic approach [PDF]

, 2012
In the last decades the evaluation of the seismic risk are of rising concern, considered essential in the activity and definition of strategy planning and urban management.
Costa, A., Ferreira, T., Mendes da Silva, J. A. R., Varum, H., Vicente, R.   +4 more
core   +1 more source

Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded [PDF]

, 2018
A three-dimensional (3D) homogenized limit analysis model for the determination of collapse loads of out-of-plane loaded FRP reinforced masonry walls is presented.
Milani, Gabriele
core  

Masonry veneer wall systems

Education and Research Archive, 1988
Structural engineering report SER 156 | SER-ID ...
openaire   +3 more sources

Numerical modelling of in-plane behaviour of adobe walls [PDF]

, 2010
Some tests for material characterization of adobe blocks and adobe masonry have been carried out in universities and laboratories around the world. However, the number of tests is quite limited in comparison with those carried out with other structural ...
Blondet, M., Camata, G., Spacone, E., Tarque, N., Varum, H.   +4 more
core   +1 more source

The use of continuum models for analyzing adobe structures [PDF]

, 2012
As it is known, the adobe structures have a high seismic vulnerability principally due to the low material strength and sometimes due to the inadequate structural configuration.
Blondet, M., Camata, G., Spacone, E., Tarque, N., Varum, H.   +4 more
core   +1 more source

Analysis of Material Solutions for Internal Insulation of Masonry Walls-A Case Study. [PDF]

Materials (Basel)
Pomada M, Adamus J.
europepmc   +1 more source

Strengthening strategies for unreinforced stone masonry walls using FRP and CFM composites. [PDF]

Sci Rep
Celik T.
europepmc   +1 more source

In-Plane Strengthening of Unreinforced Masonry Walls with Discrete Glass Fiber-Reinforced Polymer Grid Strips Bonded with Sprayed Polyurea. [PDF]

Materials (Basel)
Yu P, Silva P, Nanni A.
europepmc   +1 more source