Results 131 to 140 of about 498 (185)

Predicting the strength of waste aggregate concrete blocks using novel hybrid machine learning models and graphical user interface deployment. [PDF]

Sci Rep
Arifuzzaman M, Ahmed SMS, Khaled MA, Siddiq SY, Barua P, Paul S, Hasan MM, Azad AKM, Martuza MA, Alluqmani AE.   +9 more
europepmc   +1 more source

Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities. [PDF]

Sci Rep
Rc B, Rani V, Shirkol AI, Vyas R, Gondaliya K, Debnath P, Alluqmani AE, Fissha Y, Cheepurupalli NR, Ghodhbani R, Mandhaniya P, Ansari A.   +11 more
europepmc   +1 more source

Impact of Structural Stiffness on Vibration Periods of Concrete Buildings: A Systematic Review. [PDF]

Materials (Basel)
Paredes J, Ramirez W, Pico F, Acosta R, Toapanta OG, Mayacela M.   +5 more
europepmc   +1 more source

Prediction of damage intensity to masonry residential buildings with convolutional neural network and support vector machine. [PDF]

Sci Rep
Jędrzejczyk A, Firek K, Rusek J, Alibrandi U.   +3 more
europepmc   +1 more source

Mitigation Strategies for Long-Term Corrosion in CFST Structures: A Systematic Review. [PDF]

Materials (Basel)
Alsafi S, Osman SA, Alatshan F, Alghossoon A, Mutalib AA.   +4 more
europepmc   +1 more source

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Simplified Macro-Model for Infill Masonry Panels

Journal of Earthquake Engineering, 2010
In structural analyses, masonry infill walls are commonly considered to be non structural elements. However, the response of reinforced concrete buildings to earthquake loads can be substantially affected by the influence of infill walls. In this article, an improved numerical model for the simulation of the behavior of masonry infill walls subjected ...
Aníbal Costa, Humberto Varum, Hugo Rodrigues   +2 more
exaly   +3 more sources

Brittle failure in RC masonry infilled frames: The role of infill overstrength [PDF]

Engineering Structures, 2018
Abstract The interaction between an infill panel and a reinforced concrete (RC) column can lead to the brittle failure of the structural element. A novel combination of cutting-edge analytical modelling approaches for masonry infills and RC elements is employed to simulate five experimental tests (three infilled and two bare) characterized by brittle
Maria Antonietta Aiello, Gianni Blasi, Flavia De Luca   +2 more
exaly   +4 more sources

DRIFT-BASED FRAGILITY ASSESSMENT OF MASONRY INFILLS

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2017
Masonry infills represent one of the prevailing types of non-structural elements in buildings of both Western and Eastern modern architecture. Recent seismic events have provided evidence that damage on masonry infills can lead not only to large economic losses but also to significant injuries and even fatalities.
Chiozzi, A., Miranda, E.
openaire   +2 more sources

Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills

Bulletin of Earthquake Engineering, 2018
A wide number of experimental studies conducted in latest years pointed out the high influence of the mechanical properties of masonry units and mortar bed joints on lateral strength and stiffness of masonry panels. This feature significantly modifies the global response of infilled frames under seismic actions as well as the local interaction ...
G. Blasi, D. Perrone, M. A. Aiello
openaire   +1 more source