Results 41 to 50 of about 10,315 (230)
A Damage Model for Masonry Infilled Frames [PDF]
Civil-Comp Proceedings, 2009 The effect of infill walls on the behaviour of frames is widely recognized, and, for several decades now, has been the subject of numerous experimental investigations. However, the analytical modeling of infilled panels and frames under in-plane loading is difficult and generally unreliable. From the point of view of the simulation technique the models
Perera Velamazán, Ricardo +2 more
openaire +2 more sources
Assessment of the Out-of-Plane Resistance of Masonry Infill Walls [PDF]
Civil-Comp Proceedings, 2015 Observation of damage after earthquakes has highlighted that out-of-plane failures of masonry infill walls may often occur even in the case of low or moderate earthquakes, causing both casualty risks for people and unfavourable situations affecting the overall structural response. In recent years, several experimental tests have been carried out trying
LIBERATORE, Laura, PASCA, Monica
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Numerical model to account for the influence of infill masonry on the RC structures behaviour [PDF]
, 2005 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
Experimental testing of engineered masonry infill walls for post-earthquake structural damage control [PDF]
, 2014 The paper presents the results of an experimental campaign on the behaviour of engineered masonry infill walls subjected to both in- and out-of-plane loading.
Giuriani, Ezio Pilar +2 more
core +1 more source
Out-of-plane Proof Testing of Masonry Infill Walls [PDF]
Structures, 2018 Proof testing of multiple fired-clay-brick unreinforced masonry (URM) infill walls set within reinforced concrete frames was undertaken using airbags to simulate out-of-plane (OOP) loading. The proof testing was conducted to provide engineers in various research and practitioner roles with verified wall behaviour for the purpose of seismic assessment ...
Dmytro Dizhur +4 more
openaire +3 more sources
Deep Underground Science and Engineering, EarlyView.Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu +4 more
wiley +1 more source
Fracture and Structural Integrity, 2022 The seismic performance of a building hinges on the seismic capacity and damage features of the reinforced concrete (RC) frame with masonry infill walls.
Dan Wang
doaj +2 more sources
Shock and Vibration, 2017 Masonry infill walls are one of the main forms of interior partitions and exterior walls in many parts of the world. Nevertheless, serious damage and loss of stability of many masonry infill walls had been reported during recent earthquakes.
Vahid Bahreini +2 more
doaj +1 more source
Engineering Structures and Technologies, 2013 Highly hollow masonry units, which allow reducing the weight of masonry constructions and improving heat and sound insulation qualities, are commonly used in masonry construction.
Robertas Zavalis +2 more
doaj +1 more source
Buildings, 2023 Unreinforced masonry-infilled reinforced concrete frames are a prevalent taxonomy class not only in the Mediterranean region but also in Europe and worldwide, where buildings of this type abound or are ubiquitous.
Soheil Rostamkalaee +2 more
doaj +1 more source