Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-scale Testing of Modern Unreinforced Thermal Insulation Clay Block Masonry Houses
In the scope of the transnational access activities of the European research project SERIES, the Laboratório Nacional de Engenharia Civil (LNEC) has provided access to its 3D shaking table to the international construction company Wienerberger AG and to a group of European experts, in order to perform full-scale seismic tests on an industrial solution for buildings using a modern unreinforced thermal insulation clay block masonry structure. Such solution represents a very common construction method in Central Europe and, although there are cyclic shear test results available, its effective dynamic response under seismic events still requires experimental validation. For this purpose, two full-scale mock-ups with different geometries were tested on the 3D shaking table using a series of seismic records with increasing intensity. This paper focuses on the most relevant experimental results regarding the structural response of the specimens, e.g., the dynamic response evolution, the collapse mechanism identified and the maximum drift values measured. The paper closes with the main conclusions drawn and with proposals for future developments.
Full-scale Testing of Modern Unreinforced Thermal Insulation Clay Block Masonry Houses
In the scope of the transnational access activities of the European research project SERIES, the Laboratório Nacional de Engenharia Civil (LNEC) has provided access to its 3D shaking table to the international construction company Wienerberger AG and to a group of European experts, in order to perform full-scale seismic tests on an industrial solution for buildings using a modern unreinforced thermal insulation clay block masonry structure. Such solution represents a very common construction method in Central Europe and, although there are cyclic shear test results available, its effective dynamic response under seismic events still requires experimental validation. For this purpose, two full-scale mock-ups with different geometries were tested on the 3D shaking table using a series of seismic records with increasing intensity. This paper focuses on the most relevant experimental results regarding the structural response of the specimens, e.g., the dynamic response evolution, the collapse mechanism identified and the maximum drift values measured. The paper closes with the main conclusions drawn and with proposals for future developments.
Full-scale Testing of Modern Unreinforced Thermal Insulation Clay Block Masonry Houses
Geotechnical, Geological
Taucer, Fabio (Herausgeber:in) / Apostolska, Roberta (Herausgeber:in) / Jäger, Andreas (Autor:in) / Lu, Suikai (Autor:in) / Degée, Hervé (Autor:in) / Mordant, Christophe (Autor:in) / Chioccariello, Ambra (Autor:in) / Rakicevic, Zoran T. (Autor:in) / Sendova, Veronika (Autor:in) / Mendes, Luís (Autor:in)
19.04.2015
18 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Collapse Mechanism , Behaviour Factor , Floor Slab , Unreinforced Masonry , Maximum Drift Engineering , Geoengineering, Foundations, Hydraulics , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Vibration, Dynamical Systems, Control , Database Management , Earth and Environmental Science
Full-scale Testing of Modern Unreinforced Thermal Insulation Clay Block Masonry Houses
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