Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed

Lidia Fedorowicz; Jan Fedorowicz; Jan Kubica

Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed

Lidia Fedorowicz
, Jan Fedorowicz
, Jan Kubica

Department of Structural Engineering (RB/RB6)

Silesian University of Technology

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

The efficiency of the elastic-plastic-damage model (Barcelona Model) for reproducing of the laboratory results obtained for the sheared masonry elements in this paper there has been presented. Numerical results for the systems masonry wall building- mining deformed subsoil have been given.

Original language	English
Title of host publication	Computational Plasticity
Subtitle of host publication	Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
Pages	1015-1018
Number of pages	4
Edition	PART 2
Publication status	Published - 2005
Event	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII - Barcelona, Spain Duration: 5 Sept 2005 → 7 Sept 2005

Publication series

Name	Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
Number	PART 2

Conference

Conference	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII
Country/Territory	Spain
City	Barcelona
Period	5/09/05 → 7/09/05

Keywords

Elastic-plastic-damage model
Masonry structures
Numerical analysis

ASJC Scopus subject areas

Computational Theory and Mathematics
Theoretical Computer Science

Cite this

Fedorowicz, L., Fedorowicz, J., & Kubica, J. (2005). Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed. In Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII (PART 2 ed., pp. 1015-1018). (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; No. PART 2).

Fedorowicz, Lidia ; Fedorowicz, Jan ; Kubica, Jan. / Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed. Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 2. ed. 2005. pp. 1015-1018 (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; PART 2).

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title = "Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed",

abstract = "The efficiency of the elastic-plastic-damage model (Barcelona Model) for reproducing of the laboratory results obtained for the sheared masonry elements in this paper there has been presented. Numerical results for the systems masonry wall building- mining deformed subsoil have been given.",

keywords = "Elastic-plastic-damage model, Masonry structures, Numerical analysis",

author = "Lidia Fedorowicz and Jan Fedorowicz and Jan Kubica",

year = "2005",

language = "English",

isbn = "849599979X",

series = "Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII",

number = "PART 2",

pages = "1015--1018",

booktitle = "Computational Plasticity",

edition = "PART 2",

note = "8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII ; Conference date: 05-09-2005 Through 07-09-2005",

}

Fedorowicz, L, Fedorowicz, J & Kubica, J 2005, Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed. in Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 2 edn, Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII, no. PART 2, pp. 1015-1018, 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII, Barcelona, Spain, 5/09/05.

Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed. / Fedorowicz, Lidia; Fedorowicz, Jan; Kubica, Jan.
Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 2. ed. 2005. p. 1015-1018 (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; No. PART 2).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed

AU - Fedorowicz, Lidia

AU - Fedorowicz, Jan

AU - Kubica, Jan

PY - 2005

Y1 - 2005

N2 - The efficiency of the elastic-plastic-damage model (Barcelona Model) for reproducing of the laboratory results obtained for the sheared masonry elements in this paper there has been presented. Numerical results for the systems masonry wall building- mining deformed subsoil have been given.

AB - The efficiency of the elastic-plastic-damage model (Barcelona Model) for reproducing of the laboratory results obtained for the sheared masonry elements in this paper there has been presented. Numerical results for the systems masonry wall building- mining deformed subsoil have been given.

KW - Elastic-plastic-damage model

KW - Masonry structures

KW - Numerical analysis

UR - https://www.scopus.com/pages/publications/84857171034

M3 - Conference contribution

AN - SCOPUS:84857171034

SN - 849599979X

SN - 9788495999795

T3 - Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII

SP - 1015

EP - 1018

BT - Computational Plasticity

T2 - 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII

Y2 - 5 September 2005 through 7 September 2005

ER -

Fedorowicz L, Fedorowicz J, Kubica J. Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed. In Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 2 ed. 2005. p. 1015-1018. (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; PART 2).

Adequacy of Barcelona model for behaviour evolution of masonry structures on subsoil being strongly deformed

Abstract

Publication series

Conference

Keywords

ASJC Scopus subject areas

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