Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Dimitrios Kalliontzis"'
Autor:
Dimitrios Kalliontzis, Maryam Nazari
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
Over the past two decades, precast concrete members have been utilized in seismically resilient structures. In developing these structures, different techniques have been used for connecting the precast members to the foundation. In building construc
Externí odkaz:
https://doaj.org/article/7bac6aa44c794b14a093a86d133a89d4
Autor:
Sri Sritharan, Dimitrios Kalliontzis
Publikováno v:
PCI Journal. 66:60-76
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d42cd9422464ec6203f7e6015953dedd
https://doi.org/10.15554/pcij66.1-02
https://doi.org/10.15554/pcij66.1-02
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:633-656
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b72c813b20f6c05952f6f50077b3831
https://doi.org/10.1002/eqe.3257
https://doi.org/10.1002/eqe.3257
Publikováno v:
Journal of Structural Engineering. 148
Unbonded post-tensioned (UPT) tendons have been used in structural masonry walls to enhance the self-centering capability of the walls. However, the lateral displacement capacity of masonry...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bc5f1db8acf419b4e3ad4cfbce105e8
https://doi.org/10.1061/(asce)st.1943-541x.0003159
https://doi.org/10.1061/(asce)st.1943-541x.0003159
Publikováno v:
Engineering Structures. 267:114621
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54b08605325df3fd0c33950c61b03d21
https://doi.org/10.1016/j.engstruct.2022.114621
https://doi.org/10.1016/j.engstruct.2022.114621
Autor:
Sri Sritharan, Dimitrios Kalliontzis
Publikováno v:
Earthquake Spectra. 34:843-866
Rocking is likely the primary dynamic mode of vibration during the earthquake response of free-standing structural members. Previous research has routinely described the dynamic behavior of these members using a coefficient of restitution ( r) modeli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c99e5399fdcc2176711b3c773922e132
https://doi.org/10.1193/011217eqs013m
https://doi.org/10.1193/011217eqs013m
Publikováno v:
Engineering Structures. 145:83-96
The use of unbonded post-tensioning to develop fully-grouted masonry shear wall systems that can respond by rocking has recently gained significant momentum. The behavior of these walls has been routinely characterized using monotonic analysis with p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db95a759f597607d262caaa7febca782
https://doi.org/10.1016/j.engstruct.2017.05.011
https://doi.org/10.1016/j.engstruct.2017.05.011
Publikováno v:
Journal of Structural Engineering. 143
Unlike the use of bonded reinforcement to anchor a masonry wall to its foundation, the use of unbonded posttensioning may result in a controlled rocking response of the wall. Considering th...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f80f826a7178413977e940dbf8a393c3
https://doi.org/10.1061/(asce)st.1943-541x.0001838
https://doi.org/10.1061/(asce)st.1943-541x.0001838
Publikováno v:
Journal of Structural Engineering. 142
In 1963, a geometry-dependent approach to estimate the coefficient of restitution (COR) was proposed for free rocking structures. Since then, this estimation has been reported as being consistently lower than results obtained from experimental data.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::831da7fe10f011dad18389ef0385ec2b
https://doi.org/10.1061/(asce)st.1943-541x.0001598
https://doi.org/10.1061/(asce)st.1943-541x.0001598