Results 11 to 20 of about 9,908 (182)
TYPOLOGI KERUSAKAN MASONRY INFILLED FRAME
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
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Numerical Modeling of Masonry-infilled RC Frame [PDF]
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
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Experimental assessment of an innovative strengthening material for brick masonry infills [PDF]
The vulnerability of masonry infill walls has been highlighted in recent earthquakes in which severe inplane damage and out-of-plane collapse developed, justifying the investment in the proposal of strengthening solutions aiming to improve the seismic ...
Cunha, Fernando Eduardo Macedo +3 more
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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.
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Comparative assessment of strut models for the modelling of in-plane seismic response of infill walls [PDF]
The influence of infills on the seismic response of frame structures has long been recognised. Typically, stiffness and strength of the infill and connections between infill and frame are such that the infill affects the global seismic behaviour of the
Franchin, Paolo +3 more
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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
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions [PDF]
The complexity of multi-leaf masonry walls suggests further researches on the dy- namic behaviour mainly characterized by incoherent response between the different layers.
Aldreghetti, Ivano +6 more
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Experimental and Analytical Study of Masonry Infill Reinforced Concrete Frames Retrofitted with Steel Braces [PDF]
In the present work a seismic retrofitting technique is proposed for masonry infilled reinforced concrete frames based on the replacement of infill panels by K-bracing with vertical shear link.
Alarcón Álvarez, Enrique +2 more
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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
Seismic assessment of rc structures with infill masonry panels in Nepal: sensitivity analysis [PDF]
Reinforced concrete (RC) buildings in Nepal are constructed as RC frames with masonry infill panels. These structures exhibit a highly non-linear inelastic behaviour resulting from the interaction between the masonry infill panels and the surrounding ...
Chaulagain, Hemchandra +3 more
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