Results 41 to 50 of about 243,337 (305)

Influence of technological factors on the state of stress and strain in three‐layer reinforced concrete structures

Journal of Civil Engineering and Management, 2006
The layered structures are the most efficient building structure elements that distinguish as lightweight and serves for both structural and thermal insulation purposes.
Linas Juknevičius, Gediminas Marčiukaitis, Juozas Valivonis   +2 more
doaj   +1 more source

Finite-discrete element modelling of masonry infill walls subjected to out-of-plane loads [PDF]

, 2016
In this paper, the out-of-plane response of infill walls is investigated by means of non-linear monotonic (push-over) analyses through a combined finite and discrete modelling approach.
AL SHAWA, Omar, Bruno, Marta, Liberatore, Laura, Pasca, Monica, Sorrentino, Luigi   +4 more
core   +2 more sources

A multi-level interface model for damaged masonry [PDF]

, 2013
The aim of the present work is to propose a new micro-mechanical model in the context of the deductive approach used to derive interface models. This model, based on a previous study introduced previously by A. Rekik and F.
Lebon, Frédéric, Raffa, Maria Letizia, Sacco, Elio, Welemane, Hélène   +3 more
core   +3 more sources

Analysis of behaviour of composite elements with profiled steel sheet/Lenkiamųjų kompozitinių elementų, armuotų profiliuotais metalo lakštais, darbo analizė

Journal of Civil Engineering and Management, 2001
Joint action at the interface of concrete and profiled steel sheet layers of composite structures can be achieved in various ways. In most cases different types of roughness (embossments) are made inside sheet waves, which increase mechanical bond ...
Gediminas Marčiukaitis, Juozas Valivonis, Andrius Vaškevičius   +2 more
doaj   +1 more source

Исследование работы стеклопластиковых крепежных элементов в стеновых конструкциях [PDF]

, 2016
The article is devoted to the study of pull-out tests of fiberglass plastic dowels installed in the walls made of lightweight concrete. The authors have undertaken experimental tests of anchors in use on the construction site and conducted analysis of ...
Belyakov, V. A., Noskov, A. S., Salnikov, V. B., Беляков, В. А., Носков, А. С., Сальников, В. Б.   +5 more
core   +1 more source

REPAIR OF MASONRY AFTER DYNAMIC IMPACTS. CALCULATION AND DESIGN METHODS

International Journal for Computational Civil and Structural Engineering, 2023
Civil engineers are encouraged to apply novel techniques, to improve and to adapt well-known methods amid the reality of modern life. An impressive number of restoration and strengthening techniques are developed for unreinforced masonry (URM) material ...
Oleg Kabantsev, Oleg Simakov
doaj   +1 more source

Analysis of stray current induced by cathodic protection on steel-framed masonry structures [PDF]

, 2011
Cathodic protection (CP) has been successfully employed to protect steel-framed masonry buildings from corrosion related damage. When a CP system is installed to protect the structural members, other metallic items which are within the fabric of the ...
Lambert, P, Mangat, Pal, O'Flaherty, Fin, Wu, YY   +3 more
core   +1 more source

Stochastic Vulnerability Assessment of Masonry Structures: Concepts, Modeling and Restoration Aspects

Applied Sciences, 2019
A methodology aiming to predict the vulnerability of masonry structures under seismic action is presented herein. Masonry structures, among which many are cultural heritage assets, present high vulnerability under earthquake.
P. G. Asteris, A. Moropoulou, A. Skentou, M. Apostolopoulou, A. Mohebkhah, L. Cavaleri, H. Rodrigues, H. Varum   +7 more
semanticscholar   +1 more source

EXPERIMENTAL STUDIES OF WELDED JOINTS OF PRECAST BUILDINGS FOR SHEAR AND TORSION [PDF]

Journal of Mechanics of Continua and Mathematical Sciences
The spatial rigidity and strength of precast multi-story buildings are largely determined by the rigidity of the shear bonds connecting the vertical load-bearing reinforced concrete structures.
Valery Lyublinskiy, Vladislav Struchkov
doaj   +1 more source

Shake Table Tests on Scaled Masonry Building: Comparison of Performance of Various Micro-Electromechanical System Accelerometers (MEMS) for Structural Health Monitoring [PDF]

Sensors (Basel)
Giuseppe Occhipinti, F. Iacono, Giuseppina Tusa, Antonio Costanza, Gioacchino Fertitta, L. Lodato, Francesco Macaluso, Claudio Martino, Giuseppe Mugnos, Maria Oliva, Claudio Martino, Gianni Alessandroni, Giacomo Navarra, Domenico Patanè   +13 more
openalex   +2 more sources