Zobrazeno 1 - 10
of 116
pro vyhledávání: '"Maria I. Todorovska"'
Publikováno v:
GeoHazards, Vol 4, Iss 1, Pp 40-59 (2023)
We present a simple nonlinear model of a shear-beam building that experiences large nonlinear deformations and collapse when excited by large pulses of strong earthquake ground motion. In this paper, we introduce the model and show that its propertie
Externí odkaz:
https://doaj.org/article/3837a9d2a53e4fd5ba111112c8221798
Publikováno v:
Buildings, Vol 13, Iss 7, p 1712 (2023)
The sequence of collapsing stages of buildings during strong earthquake shaking is still a poorly understood phenomenon. This study aims to use numerical simulations to improve our understanding of the sequence of phenomena that accompany the collaps
Externí odkaz:
https://doaj.org/article/f986949a0def4d5ea13a6f5eacc2d98e
Publikováno v:
Journal of Engineering Mechanics. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7191f133dc23a15d794a913c1d809695
https://doi.org/10.1061/jenmdt.emeng-6962
https://doi.org/10.1061/jenmdt.emeng-6962
Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e096e37ee5b273b4d9a53b5cc805515
https://doi.org/10.1061/jsendh.steng-11440
https://doi.org/10.1061/jsendh.steng-11440
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:764-792
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acecc896eb73c36a8e2802a6f421f3ae
https://doi.org/10.1002/eqe.3590
https://doi.org/10.1002/eqe.3590
Publikováno v:
Earthquake Engineering and Engineering Vibration. 20:823-841
We study the reduction of peak velocity on the ground surface of a soil valley caused by loss of wave energy by large nonlinear strains and strain localization inside the valley, for excitation by a half-sine P-wave pulse. This study is a follow up t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c61edf1553f8711ca3da10b0043ffdae
https://doi.org/10.1007/s11803-021-2054-3
https://doi.org/10.1007/s11803-021-2054-3
Publikováno v:
Earthquake Engineering and Engineering Vibration. 20:535-552
We present examples of a controlled numerical experiment that contribute towards understanding of the physical phenomena that lead to the reduction of coherency of strong earthquake ground motion. We show examples for separation distance of 100 m bet
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0f16432037fb667630c1fab27d2a377
https://doi.org/10.1007/s11803-021-2037-4
https://doi.org/10.1007/s11803-021-2037-4
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:1777-1800
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ef803c5b97aff70c013333b1310a0f8
https://doi.org/10.1002/eqe.3422
https://doi.org/10.1002/eqe.3422
Autor:
Fangbo Wang, Mihailo D. Trifunac, Jianwen Cui, Danling Wang, Changhu Cao, Maria I. Todorovska, Guoliang Lin, Jianwen Liang, Ben Niu
Publikováno v:
Structural Control and Health Monitoring. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7f9fc16e621dbd9f1af90e252165a95
https://doi.org/10.1002/stc.2545
https://doi.org/10.1002/stc.2545
Publikováno v:
Soil Dynamics and Earthquake Engineering. 113:356-390
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd1f27e900b2fb8eb43b9c331ceca3bb
https://doi.org/10.1016/j.soildyn.2018.05.023
https://doi.org/10.1016/j.soildyn.2018.05.023