Searched for: subject%3A%22Masonry%255C+Modelling%22
(1 - 7 of 7)
document
Korswagen, Paul A. (author), Longo, M. (author), Prosperi, A. (author), Rots, J.G. (author), Terwel, K.C. (author)
Historical masonry façades are sensitive to various damaging processes. A recent study, looking at the initiation and progression of cracks in masonry, in the range of 0.1 to 5 mm in width and thus corresponding to light damage [1], has allowed for the calibration of finite-element models that include a material model capable of accurately...
book chapter 2023
document
Maulizar, Audy (author)
The increased seismicity due to the exploitation of natural gas in the Groningen region has put many residential buildings in the region at risk of sustaining seismic induced damages. This has prompted many studies on the seismic behavior of the residential buildings, particularly the ones built from unreinforced masonry (URM). One experimental...
master thesis 2020
document
Bindiganavile Ramadas, Srinidhi (author)
The growing need to understand the behaviour of un-reinforced masonry URM), subjected to<br/>repeated light man-made earthquakes caused by the extraction of gas in the north-eastern part<br/>of The Netherlands has resulted in intense research to determine the exact process of crack<br/>initiation and propagation. The historical masonry buildings...
master thesis 2018
document
Ganesh Kumar, A. (author)
master thesis 2017
document
Albers, B.W.P. (author)
The increased number of underground infrastructure projects asks for a reliable and efficient assessment of settlement damages to buildings. Currently a three-stage method is in use: the first stage looks into the greenfield deformations, the second stage is a linear elastic 2D method in which greenfield deformations are applied onto a building...
master thesis 2012
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Heyens, K. (author), De Proft, K. (author), Sluys, L.J. (author)
A smooth yield surface for the modelling of masonry on mesoscopic scale is presented, using interpolation by second order Bzier curves. The cracked joints are modelled as displacement discontinuities using the partition of unity property of finite element shape functions.
conference paper 2009
document
Laurenco, P.B. (author), Rots, J.G. (author), Blaauwendraad, J. (author)
Two models for the micro- and macro-analysis of masonry structures are presented. For the micromodeling of masonry, an interface failure criterion that includes a straight tension cut-off, the Coulomb friction law and an elliptical cap is proposed. The inelastic behavior includes tensile strength softening, cohesion softening, compressive...
journal article 1995
Searched for: subject%3A%22Masonry%255C+Modelling%22
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