Results 61 to 70 of about 3,265 (170)
In order to test the reliability of neural networks for the prediction of the behaviour of multi-storey multi-bay infilled frames, neural network processing was done on an experimental database of one-storey one-bay reinforced-concrete (RC) frames with ...
Tanja Kalman Šipoš, Kristina Strukar
doaj +1 more source
This study investigated the seismic performance of a 1/3 scale, three-story, and three-span RC frame subjected to static cyclic lateral loading. The failure process and mode were analyzed using the digital image correlation (DIC) method.
Kailin Xi, Boquan Liu
doaj +1 more source
A Simple Strengthening Method for Preventing Collapsed of Vulnerable Masonry Infills
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
Dynamic nonlinear analyses for the 4-storey infilled R/C frame: study of a retrofitting solution [PDF]
A research project on assessment and retrofitting of R/C frame structures is currently being developed under the research programme of the ICONS TMR-research network.
Carvalho, E. C. +3 more
core +1 more source
Experimental testing of engineered masonry infill walls for post-earthquake structural damage control [PDF]
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
Abstract The Altai Accretionary Wedge in the Mongolian Altai records a polyphase geodynamic evolution involving two extensional–compressional tectonic cycles, constrained by petrostructural analysis and zircon, monazite U–Pb, and Ar–Ar geochronology. The studied section includes a southwestern high‐grade and a northeastern low‐grade domain, previously ...
O. Lexa +7 more
wiley +1 more source
This study proposes a new analytical model to evaluate interactions between reinforced concrete (RC) columns and masonry infill. An infill is replaced by a diagonal strut and its width is defined by column/infill contact length.
Yasushi Sanada, Maidiawati
doaj +1 more source
Cyclic behavior of braced concrete frames: Experimental investigation and numerical simulation
RC shear walls have been widely used as the main lateral-load resisting system in medium and high-rise buildings because of their inherent large lateral stiffness and load resistance.
Hadad S. Hadad +2 more
doaj +1 more source
Semi‐Automated Operational Modal Analysis With Fuzzy Clustering for Structural System Identification
This study presents a semi‐automated operational modal analysis method combining fuzzy clustering and similarity filtering for structural identification. Applied to a six‐story RC building in Iran, the approach achieves < 5% frequency error, validated via Modal Complexity Factor, advancing automation and reliability in structural health monitoring ...
Mehran Pourgholi +2 more
wiley +1 more source
The use of FRPs in seismic repair and retrofit: experimental verification [PDF]
The application of FRPs in the seismic repair and retrofit of structures is addressed. The results from a few tests on full-scale structures, repaired and/or retrofitted with composites, performed at the ELSA laboratory are presented and ...
Colombo, A. +3 more
core +1 more source

