Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Jan G. Rots"'
Publikováno v:
Buildings, Vol 13, Iss 2, p 361 (2023)
Innovative solutions for seismic-retrofitting existing structures are currently required, as often traditional strategies are expensive, non-reversible, highly invasive, and/or fail to address both serviceability and ultimate limit states together. T
Externí odkaz:
https://doaj.org/article/b2876db9f7da443a808876cea6c619cf
Computational Modelling of Concrete and Concrete Structures contains the contributions to the EURO-C 2022 conference (Vienna, Austria, 23-26 May 2022). The papers review and discuss research advancements and assess the applicability and robustness of
Publikováno v:
Journal of Building Engineering, 68
In the Netherlands, the potential damage to the building stock due to subsidence phenomena has recently received increased awareness. However, evaluating and predicting damage to buildings in subsiding areas is a complex task that requires associatin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a89bf7e05b8e99ca1573b76fc8cadb7d
https://doi.org/10.1016/j.jobe.2023.106094
https://doi.org/10.1016/j.jobe.2023.106094
Publikováno v:
Journal of Building Engineering, 45
To date, several different structural representations of masonry are available for use in the numerical and analytical assessment methods, each calling for a distinct level of refinement regarding the material input. To determine material properties,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0d75ef02facdc7e81a3186783497631
https://doi.org/10.1016/j.jobe.2021.103450
https://doi.org/10.1016/j.jobe.2021.103450
Autor:
Arjen de Putter, Max A. N. Hendriks, Jan G. Rots, Yuguang Yang, Morten Engen, Ab A. van den Bos
Publikováno v:
Structural Concrete, 23(5)
Nineteen 2D nonlinear finite element analysis (NLFEA) solution strategies were benchmarked against a wide variety of 101 experiments on reinforced concrete beams failing in bending, flexural shear, or shear compression. The relatively high number of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::be654d6000252451a136e4ddbad1696f
http://resolver.tudelft.nl/uuid:f26b8593-15ce-48cb-8bd9-2bd7c3a17bfa
http://resolver.tudelft.nl/uuid:f26b8593-15ce-48cb-8bd9-2bd7c3a17bfa
Publikováno v:
Bulletin of Earthquake Engineering, 20(11)
The probability of light damage to unprepared, unreinforced masonry structures exposed to induced seismicity due to gas extraction in the north of the Netherlands is still under investigation. Repeated light seismic excitations caused by frequent, li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f82aceaee63d009510d5cac30ee7656f
http://resolver.tudelft.nl/uuid:055c93f7-1a2e-4b14-819c-0f9102900f57
http://resolver.tudelft.nl/uuid:055c93f7-1a2e-4b14-819c-0f9102900f57
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
https://doi.org/10.1002/nme.6917
Publikováno v:
Journal of Building Engineering, 51
Perforated unreinforced masonry (URM) walls in out-of-plane (OOP) two-way bending are commonly encountered in natural hazard investigations. However, related research is rather limited. This study focuses on the influence of openings on the two-way b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::841a7284cb41932962780b50e52b4735
http://resolver.tudelft.nl/uuid:9b302bee-091c-49c9-9c5a-9da2d631261d
http://resolver.tudelft.nl/uuid:9b302bee-091c-49c9-9c5a-9da2d631261d
Publikováno v:
Bulletin of Earthquake Engineering, 17(8)
In recent years, gas extraction in the northern part of the Netherlands has been causing low-magnitude, induced, shallow earthquakes. Besides safety, the prediction and evaluation of ‘light’ damage due to these induced ground motions is important
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca2af35d37bef8a00f510d61398329c3
https://doi.org/10.1007/s10518-018-00553-5
https://doi.org/10.1007/s10518-018-00553-5