Zobrazeno 1 - 10
of 108
pro vyhledávání: '"Anthony N. Kounadis"'
Autor:
Anthony N. Kounadis
Publikováno v:
Soil Dynamics and Earthquake Engineering. 119:253-264
The very complex rocking-sliding response of a free-standing heavy statue atop multi-rigid block assemblies under ground excitation, is extended and supplemented, to the case of multispondyle columns of circular cross-section. After the analytical de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4000cb22614d928f0d4ef4dd2b65164
https://doi.org/10.1016/j.soildyn.2018.11.008
https://doi.org/10.1016/j.soildyn.2018.11.008
Autor:
Anthony N. Kounadis
Publikováno v:
Soil Dynamics and Earthquake Engineering. 104:1-14
The highly nonlinear differential equations describing the complex rocking-sliding instability of a freely standing on the ground multi-rigid block assembly under horizontal ground motion are analytically derived using an energy variational approach.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d579d035b07e8e463227563be909eb50
https://doi.org/10.1016/j.soildyn.2017.03.035
https://doi.org/10.1016/j.soildyn.2017.03.035
Publikováno v:
Archive of Applied Mechanics. 86:957-977
The nonlinear equations of motion governing the overturning (rocking) instability of a freely standing three-rigid block assembly under ground horizontal excitation are analytically derived. Under certain conditions regarding the slenderness of each
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dffd3f7b6e4c1fe1c06ba49b4c1647dc
https://doi.org/10.1007/s00419-015-1073-9
https://doi.org/10.1007/s00419-015-1073-9
Autor:
Anthony N. Kounadis
Publikováno v:
Soil Dynamics and Earthquake Engineering. 75:246-258
Rocking (overturning) instability analyses of rigid blocks based on the assumption that the friction between the block and the ground is sufficiently large to exclude the effect of sliding, are reconsidered by including the effect in question. Both m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::483abeb75f7ebbd2ee1163ec520e931d
https://doi.org/10.1016/j.soildyn.2015.03.026
https://doi.org/10.1016/j.soildyn.2015.03.026
Autor:
Anthony N. Kounadis
Publikováno v:
Meccanica. 50:2219-2238
The rocking (overturning) instability of one and two rigid—block assemblies underground motion of sinus and cosinus pulses is reconsidered. The Housner effect according to which between two geometrically similar (rectangular) rigid blocks, the tall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56470f5673dd3eadf08f8d2b07f9c411
https://doi.org/10.1007/s11012-015-0167-3
https://doi.org/10.1007/s11012-015-0167-3
Autor:
Anthony N. Kounadis
Publikováno v:
Meccanica. 50:253-260
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3fb1f5a6399bb8345dc909ee6e66c26
https://doi.org/10.1007/s11012-014-0068-x
https://doi.org/10.1007/s11012-014-0068-x
Autor:
Anthony N. Kounadis
Publikováno v:
Soil Dynamics and Earthquake Engineering. 63:83-91
The highly complex rocking response of free-standing statues atop multi-drum columns underground excitation resulting in insuperable difficulties for obtaining reliable solution is reexamined analytically. This is achieved after simulating the column
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29221cbec08b181d2bf86cdfc9a26255
https://doi.org/10.1016/j.soildyn.2014.01.021
https://doi.org/10.1016/j.soildyn.2014.01.021
Autor:
Anthony N. Kounadis
Publikováno v:
Meccanica. 50:261-292
The dynamic analysis of the heighly complex problem of rocking instablity of free-stand- ing statues on the top of ancient multispondyle columns under ground motion is thoroughly discussed. As shown an exact analysis of this problem is impossible due
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cec4ed30363d7948b619c1f16b7e515c
https://doi.org/10.1007/s11012-014-9928-7
https://doi.org/10.1007/s11012-014-9928-7
Autor:
Anthony N. Kounadis
Publikováno v:
Archive of Applied Mechanics. 84:933-951
The rocking (overturning) instability of freely standing large statues atop the capital of elastically supported cantilevers subjected to ground motion is thoroughly discussed. The present analytical solution deals with a monolithic slender cantileve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::170f9f61089664f6ede1a7d93183276a
https://doi.org/10.1007/s00419-013-0786-x
https://doi.org/10.1007/s00419-013-0786-x
Autor:
Anthony N. Kounadis
Publikováno v:
Soil Dynamics and Earthquake Engineering. 48:294-305
This paper deals with the dynamic response of free-standing statues on the top surface of slender elastically supported cantilevers subjected to horizontal ground motion. Given that there is no link between the base of the statue and the top surface
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5341eba7c1ca6cf871b8c60f7dc0ca47
https://doi.org/10.1016/j.soildyn.2011.12.002
https://doi.org/10.1016/j.soildyn.2011.12.002