Výsledky vyhledávání - "Marianthi Sousamli"

A total-strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures

Autor: Marianthi Sousamli, Francesco Messali, Jan G. Rots

Publikováno v: International Journal for Numerical Methods in Engineering, 123(8)

Plane-stress and shell macromodels are often preferred to analyze masonry structures because of their numerical efficiency. However, they often misestimate the hysteretic behavior of the structures. Additionally, due to the nature of smeared cracks,

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f85ded8eb99909f5ad413b955331bb60
https://doi.org/10.1002/nme.6917

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Sub-structure-based ‘three-tiered’ finite element approach to soil-masonry-wall interaction for light seismic motion

Autor: Marianthi Sousamli, Michele Longo, Jan G. Rots, Paul A. Korswagen, Piet van Staalduinen

Publikováno v: Engineering Structures, 245

Recent, light earthquakes induced by the extraction of gas in the north of the Netherlands have been linked to light, mostly aesthetic damage of the traditional masonry structures in the region; this is also connected to economic losses and societal

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b35cab7ee61635ebd61949b5eb046f94
http://resolver.tudelft.nl/uuid:39e55cd2-f6b3-46e9-9096-3a4f696f93f7

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Analytical and numerical modelling of the in-plane response of timber diaphragms retrofitted with plywood panels

Autor: Marianthi Sousamli, Michele Longo, G.J.P. Ravenshorst, Michele Mirra

Publikováno v: COMPDYN 2021: 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens, Greece
COMPDYN 2021: 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Delft University of Technology
Scopus-Elsevier

In the region of Groningen (NL), human-induced earthquakes initiated by gas extraction are causing structural damage. In that area, the building stock is mainly composed of unrein- forced masonry (URM) buildings with light and flexible timber floors

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f429fd60ed761bd9f2607630fad3596e
http://resolver.tudelft.nl/uuid:b251a29b-79cc-4738-913d-ecd7831f3210

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UHPC Pedestrian Bridges and Measured Human Induced Vibrations

Autor: Mustapha Attahiri, Marianthi Sousamli, C.B.M. Blom, William Schutte

Publikováno v: High Tech Concrete: Where Technology and Engineering Meet ISBN: 9783319594705

The use of high strength materials in the design of pedestrian bridges leads to slender structures with decreased mass and low stiffness. The resulting low Eigen frequency makes the bridge more susceptible to human induced vibrations. As a consequenc

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7c2358b1fb3bbd2f944bd03a95d57d70
https://doi.org/10.1007/978-3-319-59471-2_175

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