Results 41 to 50 of about 2,984 (221)
Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames
International Journal of Concrete Structures and Materials, 2021 This study analytically investigated the behavior of reinforced concrete frames with masonry infills. For the analysis, VecTor2, a nonlinear finite element analysis program that implements the Modified Compression Field Theory and Disturbed Stress Field ...
Seung-Jae Lee, Tae-Sung Eom, Eunjong Yu
doaj +1 more source
POJEDNOSTAVLJENI PRISTUPI MODELIRANJU OKVIRA S ISPUNOM [PDF]
, 2014 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
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
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TYPOLOGI KERUSAKAN MASONRY INFILLED FRAME
MoDuluS: Media Komunikasi Dunia Ilmu Sipil, 2019 Manusia membangan gedung dipergunakan untuk berteduh, istirahat, berinteraksi. Elemen-elemen gedung bergabung menyusun bangunan. Elemen saling mengikat satu dengan yang lainnya. Ikatan tersebut memperkuat banguanan dalam mererima gaya. Elemen bangunan terdiri dari pondasi, kolom, balok, dinding, atap, kuda-kuda, genting. Dinding batu bata tersusun dari
openaire +2 more sources
Numerical Modeling of Masonry-infilled RC Frame [PDF]
The Open Construction & Building Technology Journal, 2019 Background:The behavior of masonry-infilled Reinforced Concrete (RC) frame structures during an earthquake, has attracted the attention of structural engineers since the 1950s. Experimental and numerical studies have been carried out to investigate the behavior of masonry-infilled RC frame under in-plane loading.Objective:This paper presents a ...
Filippou, Christiana +2 more
openaire +2 more sources
A Simple Strengthening Method for Preventing Collapsed of Vulnerable Masonry Infills
Buildings, 2022 A series of structural tests were conducted to examine the seismic performance of masonry infills strengthened with particular materials on infilled reinforced concrete (RC) frame structures.
Maidiawati +4 more
doaj +1 more source
A brief overview on the retrofitting possibilities of masonry infill walls [PDF]
, 2011 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
Nonlinear Response‐History Analyses of Masonry and Mixed Structures With HybriDFEM
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT The hybrid discrete‐finite element (HybriDFEM) method, previously developed to perform static and modal analysis in discrete and coupled discrete‐finite element models, is extended to nonlinear response‐history analyses. The equations of motion for the HybriDFEM model are solved through various numerical time‐integration schemes, both explicit
Igor Bouckaert +2 more
wiley +1 more source
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.
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Simple and complex modelling of timber-framed masonry walls in Pombalino buildings [PDF]
, 2014 Timber-framed masonry has been developed as an effective lateral-load resisting system in regions of high seismicity such as Southern Europe. A salient feature of the ‘last generation’ of timber-framed (TF) buildings is the presence of diagonal members ...
Bento, R. +3 more
core +1 more source