Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Danilo Tarquini"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-16 (2020)
Abstract This paper presents a mechanical model for the simulation of reinforced concrete (RC) wall boundary elements with lap splices, which builds on the tension chord model. The model is composed of an assembly of components, each one accounting f
Externí odkaz:
https://doaj.org/article/7719501311ae44809f61420769786422
Publikováno v:
Earthquake Spectra, (2018)
This data paper presents the quasi-static uniaxial cyclic tests of 24 reinforced concrete members, of which 22 feature lap splices and 2 are reference units with continuous reinforcement. The objective of the experimental program is to investigate th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2a3cdbadebb6a036e1172af58457b7cd
https://doi.org/10.1193/041418eqs091dp
https://doi.org/10.1193/041418eqs091dp
Publikováno v:
Earthquake Engineering & Structural Dynamics. 46:1471-1492
Distributed plasticity beam elements are commonly used to evaluate limit state demands for performance based analysis of reinforced concrete (RC) structures. Strain limits are often preferred to drift limits since they directly relate to damage and a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c885dd28ac6fffd1905bd68ed077edc
https://doi.org/10.1002/eqe.2865
https://doi.org/10.1002/eqe.2865
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-16 (2020)
International Journal of Concrete Structures and Materials, Vol. 14, no. 2 (2020) (2020)
International Journal of Concrete Structures and Materials, Vol. 14, no. 2 (2020) (2020)
This paper presents a mechanical model for the simulation of reinforced concrete (RC) wall boundary elements with lap splices, which builds on the tension chord model. The model is composed of an assembly of components, each one accounting for a diff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d1c0db1484383e87980ecc9d4fb721c
https://doi.org/10.1186/s40069-019-0381-9
https://doi.org/10.1186/s40069-019-0381-9
Publikováno v:
Journal of Structural Engineering. 143
Recent postearthquake missions have shown that reinforced concrete (RC) wall buildings can experience critical damage owing to lap splices, which led to a recent surge in experimental tests of walls with such constructional details. Most of the 16 wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1727c1944553a42a1baf288c0ab8c026
https://doi.org/10.1061/(asce)st.1943-541x.0001853
https://doi.org/10.1061/(asce)st.1943-541x.0001853
Experimental tests on the inelastic behavior of RC bridge piers have shown that, due to tension shift effects, the curvature profile above the base section of the structural member differs from the one that would develop according to a force-based or
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a4f461434da3213a4531dfaf09fed1a
https://infoscience.epfl.ch/record/229224
https://infoscience.epfl.ch/record/229224
Spliced longitudinal reinforcement may result in a reduction of both strength and displacement capacity of reinforced concrete (RC) members. This applies in particular when lap splices are located in regions where inelastic deformations concentrate,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b17eb1c17071213a00455e547ed87ef
https://infoscience.epfl.ch/record/231141
https://infoscience.epfl.ch/record/231141
Publikováno v:
Bulletin of Earthquake Engineering, Vol. 17, no. 12, p. 6645-6670 (2019)
Correct detailing and positioning of lap splices is essential in order to prevent premature failure of reinforced concrete structural members. Especially before the introduction of capacity design guidelines, lap splices were often placed in member r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::de5a0f47788bb2e70472a138d42f04a2
https://infoscience.epfl.ch/record/272755
https://infoscience.epfl.ch/record/272755
The severe damage and collapse of many reinforced concrete (RC) wall buildings in the recent earthquakes of Chile (2010) and New Zealand (2011) have shown that RC walls did not perform as well as required by the modern codes of both countries. It see
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76696c7c92771743d7e4e99d7d21c7e3
https://infoscience.epfl.ch/record/202718
https://infoscience.epfl.ch/record/202718