Efficient Constitutive Model for Continuous Micro-Modeling of Masonry Structures-Reference-Cited by-同舟云学术

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Efficient Constitutive Model for Continuous Micro-Modeling of Masonry Structures

Published:2022-09-18 Issue:1 Volume:17 Page:134-146
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Petracca M.¹^ORCID,Camata G.²,Spacone E.²^ORCID,Pelà L.³

Affiliation:

1. ASDEA Software, Pescara, Italy

2. Department of Engineering and Geology (Ingeo), Università G.d’Annunzio Chieti E Pescara, Pescara, Italy

3. Department of Civil and Environmental Engineering, Universitat Politècnica de Catalunya (UPC-BarcelonaTech), Barcelona, Spain

Funder

supported by

European Regional Development Fund

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2022.2124133

Reference43 articles.

1. STKO Scientific ToolKit for OpenSees.https://asdeasoft.net/stko/.

2. Safety Assessment of Masonry Arch Bridges Considering the Fracturing Benefit

3. Evolutionary fracture analysis of masonry arches: Effects of shallowness ratio and size scale

4. Medieval Arch Bridges in the Lanzo Valleys, Italy: Case Studies on Incremental Structural Analysis and Fracturing Benefit

5. ASDShellQ4. User Manual, https://opensees.github.io/OpenSeesDocumentation/user/manual/model/elements/ASDShellQ4.html

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1. Seismic response of unreinforced masonry building aggregates: Investigation on the “aggregate-effect” based on an elementary building aggregate;Engineering Structures;2024-10

2. Continuum soil‐structure‐interaction model of the LHPOST6 shaking table reaction mass at UC San Diego;Earthquake Engineering & Structural Dynamics;2024-08-06

3. An Analytical Safety Tree for Heritage Buildings: Application to the Archaeological Museum “Domenico Ridola”, Matera (Italy);International Journal of Architectural Heritage;2024-07-24

4. Discontinuum Micromodelling of Unstrengthened and FRCM-Strengthened Masonry Cross-Vaults Subjected to Seismic Excitation;International Journal of Architectural Heritage;2024-07-03

5. Experimental and analytical investigation of opening effects on the in-plane capacity of unreinforced masonry wall;Engineering Structures;2024-07

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