Results 51 to 60 of about 3,010 (219)
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
A brief overview on the retrofitting possibilities of masonry infill walls [PDF]
This work presents a brief review on the seismic behavior on non-loadbearing masonry walls used as masonry infills. O Some examples of inefficient performance are shown based on information available of recent earthquakes.
Abreu, S. +3 more
core
This study describes a dataset from an experimental campaign investigating the quasi‐static cyclic lateral response of two full‐scale, two‐storey, two‐bay reinforced concrete (RC) frames with masonry infills representative of mid‐20th century European construction practice.
Nikolaos Stathas +8 more
wiley +1 more source
Numerical model to account for the influence of infill masonry on the RC structures behaviour [PDF]
It is a common misconception considers that masonry infill walls in structural RC buildings can only increase the overall lateral load capacity, and, therefore, must always be considered beneficial to seismic performance.
Costa, A., Rodrigues, H., Varum, H.
core +1 more source
POJEDNOSTAVLJENI PRISTUPI MODELIRANJU OKVIRA S ISPUNOM [PDF]
In many seismic areas, reinforced-concrete frames are filled with masonry infill walls. The behavior of these structural composite systems are difficult to model, and existing regulations lack guidelines for their design.
Grubišić, Marin +2 more
core +4 more sources
Fragility functions for masonry infill walls with in‐plane loading [PDF]
SummaryRecent seismic events have provided evidence that damage to masonry infills can lead not only to large economic losses but also to significant injuries and even fatalities. The estimation of damage of such elements and the corresponding consequences within the performance‐based earthquake engineering framework requires the construction of ...
Chiozzi, A., Miranda, E.
openaire +1 more source
DYNAMIC RESPONSE OF VENTILATED MASONRY FAÇADES WITH INTEGRATED RETENTION SYSTEMS
Abstract An effective strategy to mitigate seismic risk and enable the use of ventilated façades in seismic regions, while taking advantage of their high energy efficiency, consists of implementing retention or containment systems that prevent the detachment and fall of façade components during a seismic event.
Jorge I. Garcés Arroyo +4 more
wiley +1 more source
On the Out-of-Plane Strength of Masonry Infills Encased in RC Frames
With reference to the widespread out-of-plane (OOP) failures of infill walls in reinforced concrete (RC) buildings during the 6 February 2023 earthquakes in Kahramanmaraş, Turkey, this paper investigates the OOP strength of unreinforced masonry (URM ...
Lampros Kouzelis, Marina L. Moretti
doaj +1 more source
Seismic analysis of reinforced concrete buildings with participating masonry infills
In this paper, seismic analyses are performed of a reinforced concrete frame building with participating masonry walls are carried out. The spectral method of the Brazilian code – ABNT 15421:2006 – was used to obtain the lateral seismic loads.
Gerson Moacyr Sisniegas Alva +3 more
doaj +1 more source
Experimental assessment and retrofit of full-scale models of existing RC frames [PDF]
PSD tests on two full-scale models of existing non-seismic resisting RC frame structures are described. The testing program covered several aspects, namely assessment of seismic performance of existing frames without and with infill panels ...
Molina, J., Pinto, A. V., Varum, H.
core +1 more source

