Results 41 to 50 of about 2,959 (220)
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
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
Graphical dynamic trends for earthquake incidence response of plan-asymmetric systems [PDF]
, 2015 A Graphical Dynamic model is derived to describe the directional earthquake response of two-ways plan-asymmetric systems, which retains the insightful educational evidence of traditional graphical static methods and the accuracy of computational methods ...
Faggella, Marco +3 more
core +2 more sources
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 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
Analytical versus observational fragilities::the case of Pettino (L’Aquila) damage data database [PDF]
, 2014 A damage data database of 131 reinforced concrete (RC) buildings, collected after 2009 L’Aquila (Italy) earthquake, is employed for the evaluation of observational fragility curves.
De Luca, Flavia +2 more
core +2 more sources
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Damage to non‐structural elements significantly impacts the seismic performance of buildings in terms of economic and functionality losses. Consequently, performance‐based seismic design of non‐structural elements has become a key pillar of a comprehensive building‐seismic resilience strategy, for instance, through loss‐targeted earthquake ...
Roberto J. Merino +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.
core +1 more source
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 3, Page 603-623, March 2026.ABSTRACT A significant portion of existing reinforced concrete (RC) structures in seismically active regions was constructed prior to the adoption of modern seismic design standards, leaving them highly susceptible to earthquake‐induced damage. The vulnerabilities of these structures, often exacerbated by material degradation, have been starkly ...
İsmail Ozan Demirel +3 more
wiley +1 more source