Zobrazeno 1 - 10 of 14 pro vyhledávání: '"Michele Mirra"'
1
Akademický článek
Assessment of in-situ stress distribution and mechanical properties of wooden foundation piles instrumented with distributed fiber optic sensors (DFOS)
Autor: Maria Felicita, Giorgio Pagella, Geert Ravenshorst, Michele Mirra, Jan-Willem van de Kuilen
Publikováno v: Case Studies in Construction Materials, Vol 20, Iss , Pp e03139- (2024)
This case study explores the utilization of distributed fiber optic sensors (DFOS) in wooden foundation piles, for assessing and monitoring the stress distribution along their length. Three spruce and three pine foundation piles instrumented with DFO
Externí odkaz: https://doaj.org/article/f0b459e1d72d4c37896805faa3e00661
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2
Akademický článek
Optimizing Seismic Capacity of Existing Masonry Buildings by Retrofitting Timber Floors: Wood-Based Solutions as a Dissipative Alternative to Rigid Concrete Diaphragms
Autor: Michele Mirra, Geert Ravenshorst
Publikováno v: Buildings, Vol 11, Iss 12, p 604 (2021)
The inadequate seismic performance of existing masonry buildings is often linked to the excessively low in-plane stiffness of timber diaphragms and the poor quality of their connections to the walls. However, relevant past studies and seismic events
Externí odkaz: https://doaj.org/article/b2b1d8ec009e4f1ebe4c9124efe0e1bb
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4
APPLICATION OF WOOD-BASED SEISMIC RETROFITTING TECHNIQUES ON EXISTING TIMBER AND MASONRY STRUCTURES: DESIGN STRATEGIES, MODELLING APPROACHES AND PRACTICAL BENEFITS FOR TWO CASE-STUDY BUILDINGS
Autor: Michele Mirra, Andrea Gerardini, Geert Ravenshorst, Jan-Willem van de Kuilen
Publikováno v: 2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Reversible retrofitting techniques for protecting architectural heritage against seismic events have found increasing application in existing or historical buildings. In this framework, the use of wood-based strengthening solutions for both timber an
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9fb262caaafbc311be80b6f3031dd791
https://doi.org/10.5592/co/2crocee.2023.112
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5
Combining Architectural Conservation and Seismic Strengthening in the Wood-Based Retrofitting of a Monumental Timber Roof
Autor: Michele Mirra, Andrea Gerardini, Sergio Ghirardelli, Geert Ravenshorst, Jan-Willem van de Kuilen
Publikováno v: International Journal of Architectural Heritage
This work presents the application of timber-based retrofitting techniques to a case-study stone masonry church featuring a wooden roof from 18th century. From the static point of view, the original roof structure presented a number of undersized str
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::001b45ac3ff084e8c7d3bb9d20d409e9
http://resolver.tudelft.nl/uuid:683274f3-6026-4a8b-8971-b2f49e7cc3e8
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6
A seismic retrofitting design approach for activating dissipative behavior of timber diaphragms in existing unreinforced masonry buildings
Autor: Michele Mirra, Geert Ravenshorst
Publikováno v: Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems ISBN: 9781003348443
Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems ISBN: 9781003348450
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f0261e5f1f0a0db049413ec8352343e
https://doi.org/10.1201/9781003348443-312
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7
Experimental characterisation of as-built and retrofitted timber-masonry connections under monotonic, cyclic and dynamic loading
Autor: Michele Mirra, Geert Ravenshorst, Peter de Vries, Francesco Messali
Publikováno v: Construction and Building Materials, 358
In the province of Groningen (NL), where human-induced earthquakes take place due to gas extraction, a large part of the building stock is composed of brick masonry walls and timber diaphragms. In this framework, timber-masonry connections play a cru
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e80f1820ed178bd4e43b2d5f88e6b883
https://doi.org/10.1016/j.conbuildmat.2022.129446
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8
Analytical and numerical modelling of the in-plane response of timber diaphragms retrofitted with plywood panels
Autor: Marianthi Sousamli, Michele Longo, G.J.P. Ravenshorst, Michele Mirra
Publikováno v: COMPDYN 2021: 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens, Greece
COMPDYN 2021: 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Delft University of Technology
Scopus-Elsevier
In the region of Groningen (NL), human-induced earthquakes initiated by gas extraction are causing structural damage. In that area, the building stock is mainly composed of unrein- forced masonry (URM) buildings with light and flexible timber floors
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f429fd60ed761bd9f2607630fad3596e
http://resolver.tudelft.nl/uuid:b251a29b-79cc-4738-913d-ecd7831f3210
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9
Experimental and analytical evaluation of the in-plane behaviour of as-built and strengthened traditional wooden floors
Autor: Jan-Willem G. van de Kuilen, Michele Mirra, G.J.P. Ravenshorst
Publikováno v: Engineering Structures, 211
Traditional timber floors cannot normally withstand horizontal seismic loads without large deformations. This may lead to a corresponding out-of-plane collapse of masonry walls in existing buildings. This situation is even more critical in the Nether
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3ac3b16f15a086cf6f7238f3fcbdbaa
http://resolver.tudelft.nl/uuid:061ab585-ed1c-4ffd-a716-270c85372831
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10
An analytical model describing the in-plane behaviour of timber diaphragms strengthened with plywood panels
Autor: Michele Mirra, Jan-Willem G. van de Kuilen, G.J.P. Ravenshorst, Peter de Vries
Publikováno v: Engineering Structures, 235
Timber diaphragms in existing buildings are often too flexible in their plane, and can thus potentially cause out-of-plane collapses of walls during earthquakes. A very efficient retrofitting method to increase their in-plane stiffness and energy dis
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1b9b8d71db4945ef416e76d7af2e43b
https://doi.org/10.1016/j.engstruct.2021.112128
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