Results 101 to 110 of about 8,438 (231)
Seismic performance of masonry-infilled RC frames [PDF]
The masonry infill of RC frames structures is generally considered as non-structural. The design of the concrete frames is often made by ignoring the influence of the masonry infill, which is only accounted for its mass.
Mircea Bârnaure +2 more
doaj
The use of FRPs in seismic repair and retrofit: experimental verification [PDF]
The application of FRPs in the seismic repair and retrofit of structures is addressed. The results from a few tests on full-scale structures, repaired and/or retrofitted with composites, performed at the ELSA laboratory are presented and ...
Colombo, A. +3 more
core +1 more source
Compressive testing of an early 20th century brick masonry pillar [PDF]
The final publication is available at Springer via http://dx.doi.org/10.1617/s11527-015-0654-yAn experimental campaign involving the compressive testing of a brick masonry pillar extracted from a historical building is presented in this paper.
Alegre Heitzmann, Vicente +3 more
core +2 more sources
Seismic analyses of a R/C building: study of a retrofitting solution [PDF]
The preliminary experimental results from the tests on a 4-storey R/C frame structure are presented and discussed. The full-scale model is representative of the common practice of 40~50 years ago in most south European countries.
Carvalho, E. C. +3 more
core +1 more source
Numerical models to simulate the seismic response of RC structures [PDF]
Seismic analysis of RC structures requires realistic and simple analytical models. In this paper are presented two models proposed and implemented in the program PORANL, to represent the RC buildings behaviour under severe earthquake loading. The first
Costa, A., Rodrigues, H., Varum, H.
core
A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading [PDF]
The presence of masonry infill walls in RC buildings is very common. However, and even today, in the design of new buildings and in the assessment of existing ones, these infill walls are usually considered as non-structural elements and their influence ...
Costa, A., Rodrigues, H., Varum, H.
core +1 more source
Retrofitting masonry infill walls with textile reinforced mortar
The vulnerability of unreinforced masonry walls (URM) under seismic events, causing huge loss of money and human lives, has revealed the enormous need for an efficient strengthening material. In this context, the present paper reports the development of a new reinforcing material for masonry walls based on braided fibrous structures.
Vasconcelos, Graça +3 more
openaire +1 more source
The masonry building with reinforced concrete (RC) framed lower floors, as a widely adopted hybrid structural system, has sustained significant damage during severe earthquakes.
Guangjun Sun, Bingyan Wu, Hongjing Li
doaj +1 more source
Dynamic nonlinear analyses for the 4-storey infilled R/C frame: study of a retrofitting solution [PDF]
A research project on assessment and retrofitting of R/C frame structures is currently being developed under the research programme of the ICONS TMR-research network.
Carvalho, E. C. +3 more
core +1 more source
Dynamic Characteristics of a Model and Prototype for 3D-RC Structure
Infill walls provide durable and economical partitions that have relatively excellent thermal and sound insulation with high fire resistance. Monolithic infilled walls are provided within RC structures without being analyzed as a combination of concrete ...
Moniuddin Md. Khaja +3 more
doaj +1 more source

