1 Title, abstract and keywords
2 The main text
3 Bibliography
4 Acknowledgments
5 References
Back to Top
Document information
Published on 01/01/2013
DOI: 10.1016/j.conbuildmat.2012.07.014
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 46
Crossref Cited-by Times cited: 51
OpenCitations.net Times cited: 25
OpenCitations.net - Citing documents:
- Y. Endo, L. Pelà, P. Roca. Review of Different Pushover Analysis Methods Applied to Masonry Buildings and Comparison with Nonlinear Dynamic Analysis. Journal of Earthquake Engineering 21(8) (2016) DOI 10.1080/13632469.2016.1210055
- L. Pelà, J. Bourgeois, P. Roca, M. Cervera, M. Chiumenti. Analysis of the Effect of Provisional Ties on the Construction and Current Deformation of Mallorca Cathedral. International Journal of Architectural Heritage 10(4) (2014) DOI 10.1080/15583058.2014.996920
- E. Sacco. Micro, Multiscale and Macro Models for Masonry Structures. DOI 10.1007/978-3-7091-1774-3_6
- T. Nicola, C. Guido, V. Humberto, S. Enrico, B. Marcial. Numerical simulation of an adobe wall under in-plane loading. Earthquakes and Structures 6(6) DOI 10.12989/eas.2014.6.6.627
- N. Nodargi, P. Bisegna. A mixed finite element for the nonlinear analysis of in‐plane loaded masonry walls. Int J Numer Methods Eng 120(11) (2019) DOI 10.1002/nme.6179
- D. Addessi, A. Mastrandrea, E. Sacco. A Force-Based Equivalent Frame Element for Push-Over Analysis of Masonry Structures. KEM 624 (2014) DOI 10.4028/www.scientific.net/kem.624.405
- Ł. Drobiec. Tests of AAC walls subjected to vertical loads - Part 1. Zone at the opening. ce/papers 2(4) (2018) DOI 10.1002/cepa.824
- F. Zhou, G. Cheng. A Coupled Plastic Damage Model for Concrete considering the Effect of Damage on Plastic Flow. Mathematical Problems in Engineering 2015 DOI 10.1155/2015/867979
- L. Silva, P. Lourenço, G. Milani. Nonlinear Discrete Homogenized Model for Out-of-Plane Loaded Masonry Walls. J. Struct. Eng. 143(9) DOI 10.1061/(asce)st.1943-541x.0001831
- P. Asteris, V. Plevris. Anisotropic masonry failure criterion using artificial neural networks. Neural Comput & Applic 28(8) (2016) DOI 10.1007/s00521-016-2181-3
- M. Cervera, C. Tesei. An Energy-Equivalent d+/d− Damage Model with Enhanced Microcrack Closure-Reopening Capabilities for Cohesive-Frictional Materials. Materials 10(4) (2017) DOI 10.3390/ma10040433
- A. Braides, N. Nodargi. Homogenization of cohesive fracture in masonry structures. Mathematics and Mechanics of Solids 25(2) (2019) DOI 10.1177/1081286519870222
- S. Saloustros, M. Cervera, L. Pelà. Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading. Meccanica 53(7) (2017) DOI 10.1007/s11012-017-0712-3
- D. Addessi, E. Sacco. Homogenization of heterogeneous masonry beams. Meccanica 53(7) (2017) DOI 10.1007/s11012-017-0758-2
- E. Minga, L. Macorini, B. Izzuddin. A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading. Meccanica 53(7) (2017) DOI 10.1007/s11012-017-0793-z
- Y. Endo, L. Pelà, P. Roca, F. da Porto, C. Modena. Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake. Bull Earthquake Eng 13(12) (2015) DOI 10.1007/s10518-015-9796-0
- B. Silva, A. Pappas, J. Guedes, F. da Porto, C. Modena. Numerical analysis of the in-plane behaviour of three-leaf stone masonry panels consolidated with grout injection. Bull Earthquake Eng 15(1) (2016) DOI 10.1007/s10518-016-9969-5
- R. Soti, A. Barbosa. Experimental and applied element modeling of masonry walls retrofitted with near surface mounted (NSM) reinforcing steel bars. Bull Earthquake Eng 17(7) (2019) DOI 10.1007/s10518-019-00607-2
- W. He, Y. Xu, Y. Cheng, P. Jia, T. Fu. Tension-Compression Damage Model with Consistent Crack Bandwidths for Concrete Materials. Advances in Civil Engineering 2019 DOI 10.1155/2019/2810108
- Q. Fu, J. Qian, D. Beskos. Inelastic anisotropic constitutive models based on evolutionary linear transformations on stress tensors with application to masonry. Acta Mech 229(2) (2017) DOI 10.1007/s00707-017-1995-0
- S. Saloustros, M. Cervera, L. Pelà. Challenges, Tools and Applications of Tracking Algorithms in the Numerical Modelling of Cracks in Concrete and Masonry Structures. Arch Computat Methods Eng 26(4) (2018) DOI 10.1007/s11831-018-9274-3
- A. D’Altri, V. Sarhosis, G. Milani, J. Rots, S. Cattari, S. Lagomarsino, E. Sacco, A. Tralli, G. Castellazzi, S. de Miranda. Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification. Arch Computat Methods Eng (2019) DOI 10.1007/s11831-019-09351-x
- M. Petracca, L. Pelà, R. Rossi, S. Oller, G. Camata, E. Spacone. Regularization of first order computational homogenization for multiscale analysis of masonry structures. Comput Mech 57(2) (2015) DOI 10.1007/s00466-015-1230-6
- S. Saloustros, L. Pelà, M. Cervera, P. Roca. Finite element modelling of internal and multiple localized cracks. Comput Mech 59(2) (2016) DOI 10.1007/s00466-016-1351-6
- J. Simon, D. Höwer, B. Stier, S. Reese, J. Fish. A regularized orthotropic continuum damage model for layered composites: intralaminar damage progression and delamination. Comput Mech 60(3) (2017) DOI 10.1007/s00466-017-1416-1
Share this document
Keywords
claim authorship
Are you one of the authors of this document?