Results 141 to 150 of about 3,777 (259)

Comparison of cyclic response of reinforced concrete infilled frames with experimental results [PDF]

open access: yes, 2008
This paper intends to estimate the numerical cyclic response of RC frames with and without masonry infill through a simplified nonlinear analysis using a commercial FEM package.
Barros, Rui   +2 more
core  

Pushover analysis of RC frames with masonry infill

open access: yes, 2014
In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000.
Salatić, Ratko   +3 more
openaire   +1 more source

87th Annual Meeting of the Meteoritical Society 2025: Abstracts

open access: yes
Meteoritics &Planetary Science, Volume 60, Issue S1, Page 30-350, August 2025.
wiley   +1 more source

Advanced ANN regularization-based algorithm for prediction of the fundamental period of masonry infilled RC frames

open access: yesJournal of Big Data
The fundamental period (T FP ) of vibration is the time required for a structure to complete one full cycle of vibration, and it is one of the main features of the structural system.
Filip Đorđević, Marko Marinković
doaj   +1 more source

Robustness of Multistory Buildings with Masonry Infill [PDF]

open access: yes, 2015
Izzuddin, BA, Macorini, L, Xavier, FB
core   +1 more source

Vulnerability assessment and strengthening of R.C. buildings non-seismically designed [PDF]

open access: yes, 2008
The seismic vulnerability associated with existing buildings, constructed until the late 1970’s, in urban areas in most southern European countries, with moderate to high seismic risk, is of extreme importance.
Varum, H.
core  

Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills. [PDF]

open access: yesPolymers (Basel), 2020
Rousakis T   +18 more
europepmc   +1 more source

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