Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Dan Zamfirescu"'
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures III ISBN: 9783030335311
The objective is to validate the conclusions of a study about the nonlinear behaviour of the asymmetrical RC structural wall systems that was based on the one storey equivalent model time history response. The main instrument of verification is the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e136e4d98d81b51e31048d66441c88c2
https://doi.org/10.1007/978-3-030-33532-8_15
https://doi.org/10.1007/978-3-030-33532-8_15
Autor:
Dan Zamfirescu, Adrian Gutunoi
Publikováno v:
Mathematical Modelling in Civil Engineering. 9:33-40
At present, Romanian code for seismic design P100 is in a process of assimilation of the requirements from the equivalent European code, EN-1998-1. However, the unique characteristics of the Vrancea earthquakes require additional adjustment for some
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de18afd6702dbe32702ee792eb02ac47
https://doi.org/10.2478/mmce-2013-0016
https://doi.org/10.2478/mmce-2013-0016
Autor:
Dietlinde Köber, Dan Zamfirescu
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures II ISBN: 9783319142456
Plan irregular structures experience a torsional seismic response even if the seismic input is unidirectional, due to an uneven distribution of mass and stiffness (in the elastic range of behavior) and of mass and strength (in the inelastic range of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::687522e693544729242c52fb3869b523
https://doi.org/10.1007/978-3-319-14246-3_21
https://doi.org/10.1007/978-3-319-14246-3_21
Autor:
Dietlinde Köber, Dan Zamfirescu
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures II ISBN: 9783319142456
Structures with uneven distributions of mass and stiffness (in the elastic range of behavior) and of mass and strength (in the inelastic range of behavior) are subjected to general torsion. These structures are called plan irregular ones. From a stat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2e73d51682ed6726b81a44df187784d
https://doi.org/10.1007/978-3-319-14246-3_20
https://doi.org/10.1007/978-3-319-14246-3_20
Publikováno v:
JOURNAL OF EARTHQUAKE ENGINEERING. 9(1):147-171
Japan has twenty years of experience in designing and constructing base-isolated building structures. Construction has increased significantly since the 1995 Hyogoken-Nanbu (Kobe) earthquake, having reached over 150 annual construction projects. Many
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5b6a38e68ba4fae9e0b04520e7d53257
http://hdl.handle.net/2433/6858
http://hdl.handle.net/2433/6858
Publikováno v:
Journal of JAEE. 4:259-264
Japan has two decades of experience in designing and constructing base- isolated building structures. Construction has increased significantly since the 1995 Hyogoken-Nanbu (Kobe) earthquake, having reached over 150 annual construction projects. Many
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05c793d606aac5c12629032a2a4e5631
https://doi.org/10.5610/jaee.4.3_259
https://doi.org/10.5610/jaee.4.3_259
Autor:
Dan Zamfirescu, Dietlinde Kober
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures ISBN: 9789400753761
A proposed simplified method (called) SESA is used to estimate the displacement amplification due to general torsion. The SESA method uses modal response spectrum analysis and takes into account the inelastic behavior by applying the capacity spectru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3ceb57464281e10678aa9c8c89e19cb
https://doi.org/10.1007/978-94-007-5377-8_11
https://doi.org/10.1007/978-94-007-5377-8_11