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Korswagen, Paul A. / Rots, Jan G. / Terwel, Karel C.: Experimentally‐based in‐plane drift limits for the upper threshold of masonry light damage. Dans: Earthquake Engineering and Structural Dynamics.
https://doi.org/10.1002/eqe.4246
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Gaggero, Maria B. / Korswagen, Paul A. / Esposito, Rita / Rots, Jan G.: Innovative Application of Self-Healing Technology to Masonry: A Proof of Concept. Dans: International Journal of Architectural Heritage.
https://doi.org/10.1080/15583058.2024.2380408
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Prosperi, Alfonso / Longo, Michele / Korswagen, Paul A. / Korff, Mandy / Rots, Jan G.: 2D and 3D Modelling Strategies to Reproduce the Response of Historical Masonry Buildings Subjected to Settlements. Dans: International Journal of Architectural Heritage.
https://doi.org/10.1080/15583058.2024.2325472
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Gaggero, Maria B. / Korswagen, Paul A. / Esposito, Rita / Rots, Jan G. (2023): In-Plane Behaviour of Unreinforced Masonry Strengthened with a Structural Glass Window: A Proof of Concept. Dans: Buildings, v. 13, n. 2 (14 février 2023).
https://doi.org/10.3390/buildings13020361
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Prosperi, Alfonso / Korswagen, Paul A. / Korff, Mandy / Schipper, Roel / Rots, Jan G. (2023): Empirical fragility and ROC curves for masonry buildings subjected to settlements. Dans: Journal of Building Engineering, v. 68 (juin 2023).
https://doi.org/10.1016/j.jobe.2023.106094
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Korswagen, Paul A. / Longo, Michele / Rots, Jan G. (2022): Fragility curves for light damage of clay masonry walls subjected to seismic vibrations. Dans: Bulletin of Earthquake Engineering, v. 20, n. 11 (juin 2022).
https://doi.org/10.1007/s10518-022-01404-0
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Chang, Lang-Zi / Rots, Jan G. / Esposito, Rita (2022): Influence of openings on two-way bending capacity of unreinforced masonry walls. Dans: Journal of Building Engineering, v. 51 (juillet 2022).
https://doi.org/10.1016/j.jobe.2022.104222
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Fusco, Daniela / Messali, Francesco / Rots, Jan G. / Addessi, Daniela / Pampanin, Stefano (2022): Numerical issues on brittle shear failure of pier-wall continuous vertical joints in URM dutch buildings. Dans: Engineering Structures, v. 258 (mai 2022).
https://doi.org/10.1016/j.engstruct.2022.114078
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Ferretti, Francesca / Jafari, Samira / Esposito, Rita / Rots, Jan G. / Mazzotti, Claudio (2022): Critical analysis on the use of the shove test for investigating the shear-sliding behavior of brick masonry. Dans: Engineering Structures, v. 254 (mars 2022).
https://doi.org/10.1016/j.engstruct.2022.113860
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Jafari, Samira / Rots, Jan G. / Esposito, Rita (2022): A correlation study to support material characterisation of typical Dutch masonry structures. Dans: Journal of Building Engineering, v. 45 (janvier 2022).
https://doi.org/10.1016/j.jobe.2021.103450
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Chang, Lang-Zi / Rots, Jan G. / Esposito, Rita (2021): Influence of aspect ratio and pre-compression on force capacity of unreinforced masonry walls in out-of-plane two-way bending. Dans: Engineering Structures, v. 249 (décembre 2021).
https://doi.org/10.1016/j.engstruct.2021.113350
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Rots, Jan G. (1991): Computational bond models. three levels of accuracy. Présenté pendant: IABSE Colloquium: Structural Concrete, Stuttgart, Germany, 1991.
https://doi.org/10.5169/seals-47657
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Hordijk, Dirk A. / Rots, Jan G. / Reinhardt, Hans W. (1987): Finite element supported fracture testing of concrete. Présenté pendant: IABSE Colloquium: Computational Mechanics of Concrete Structures - Advances and Applications, Delft, Netherlands, 1987.
https://doi.org/10.5169/seals-41929
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Arslan, Onur / Messali, Francesco / Smyrou, Eleni / Bal, Ihsan E. / Rots, Jan G. (2021): Experimental characterization of the axial behavior of traditional masonry wall metal tie connections in cavity walls. Dans: Construction and Building Materials, v. 266 (janvier 2021).
https://doi.org/10.1016/j.conbuildmat.2020.121141
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Drougkas, Anastasios / Licciardello, Lucia / Rots, Jan G. / Esposito, Rita (2020): In-plane seismic behaviour of retrofitted masonry walls subjected to subsidence-induced damage. Dans: Engineering Structures, v. 223 (novembre 2020).
https://doi.org/10.1016/j.engstruct.2020.111192
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Korswagen, Paul A. / Longo, Michele / Rots, Jan G. (2020): High-resolution monitoring of the initial development of cracks in experimental masonry shear walls and their reproduction in finite element models. Dans: Engineering Structures, v. 211 (mai 2020).
https://doi.org/10.1016/j.engstruct.2020.110365
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Jafari, Samira / Rots, Jan G. / Esposito, Rita (2020): Core testing method to assess nonlinear shear-sliding behaviour of brick-mortar interfaces: A comparative experimental study. Dans: Construction and Building Materials, v. 244 (mai 2020).
https://doi.org/10.1016/j.conbuildmat.2020.118236
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Korswagen, Paul A. / Longo, Michele / Rots, Jan G. (2020): Calcium silicate against clay brick masonry: an experimental comparison of the in-plane behaviour during light damage. Dans: Bulletin of Earthquake Engineering, v. 18, n. 6 (février 2020).
https://doi.org/10.1007/s10518-020-00803-5
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Feenstra, Peter H. / De Borst, René / Rots, Jan G. (1991): Numerical Study on Crack Dilatancy Part I: Models and Stability Analysis. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 4 (avril 1991).
https://doi.org/10.1061/(asce)0733-9399(1991)117:4(733)
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Feenstra, Peter H. / De Borst, René / Rots, Jan G. (1991): Numerical Study on Crack Dilatancy Part 2: Applications. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 4 (avril 1991).
https://doi.org/10.1061/(asce)0733-9399(1991)117:4(754)
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Rots, Jan G. / De Borst, René (1987): Analysis of Mixed‐Mode Fracture in Concrete. Dans: Journal of Engineering Mechanics (ASCE), v. 113, n. 11 (novembre 1987).
https://doi.org/10.1061/(asce)0733-9399(1987)113:11(1739)
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Lourenço, Paulo B. / Rots, Jan G. (1997): Multisurface Interface Model for Analysis of Masonry Structures. Dans: Journal of Engineering Mechanics (ASCE), v. 123, n. 7 (juillet 1997).
https://doi.org/10.1061/(ASCE)0733-9399(1997)123:7(660)
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Korswagen, Paul A. / Longo, Michele / Meulman, Edwin / Rots, Jan G. (2019): Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage. Dans: Bulletin of Earthquake Engineering, v. 17, n. 8 (janvier 2019).
https://doi.org/10.1007/s10518-018-00553-5
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Jafari, Samira / Rots, Jan G. / Esposito, Rita (2019): Core testing method to assess nonlinear behavior of brick masonry under compression: A comparative experimental study. Dans: Construction and Building Materials, v. 218 (septembre 2019).
https://doi.org/10.1016/j.conbuildmat.2019.04.188
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Li, Qingpeng / Borgart, Andrew / Wu, Yue / Liu, Xiuming / Rots, Jan G. (2018): Form-control of shell structures generated from hanging models with target heights. Dans: International Journal of Space Structures, v. 33, n. 1 (mars 2018).
https://doi.org/10.1177/0266351118767377
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Li, Qingpeng / Su, Yan / Wu, Yue / Borgart, Andrew / Rots, Jan G. (2017): Form-finding of shell structures generated from physical models. Dans: International Journal of Space Structures, v. 32, n. 1 (mars 2017).
https://doi.org/10.1177/0266351117696577
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Giardina, Giorgia / van de Graaf, Anne V. / Hendriks, Max A. N. / Rots, Jan G. / Marini, Alessandra (2013): Numerical analysis of a masonry façade subject to tunnelling-induced settlements. Dans: Engineering Structures, v. 54 (septembre 2013).
https://doi.org/10.1016/j.engstruct.2013.03.055
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Giardina, Giorgia / Hendriks, Max A. N. / Rots, Jan G. (2015): Damage Functions for the Vulnerability Assessment of Masonry Buildings Subjected to Tunneling. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 9 (septembre 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001162
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Lourenço, Paulo B. / Rots, Jan G. / Blaauwendraad, Johan (1998): Continuum Model for Masonry: Parameter Estimation and Validation. Dans: Journal of Structural Engineering (ASCE), v. 124, n. 6 (juin 1998).
https://doi.org/10.1061/(asce)0733-9445(1998)124:6(642)
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Giardina, Giorgia / Marini, Alessandra / Hendriks, Max A. N. / Rots, Jan G. / Rizzardini, Fabio / Giuriani, Ezio (2012): Experimental analysis of a masonry façade subject to tunnelling-induced settlement. Dans: Engineering Structures, v. 45 (décembre 2012).
https://doi.org/10.1016/j.engstruct.2012.06.042