Zobrazeno 1 - 10
of 432
pro vyhledávání: '"A. D. Trifunac"'
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:
Earthquake Engineering and Resilience. 2:111-130
The city of Ohrid is one of the oldest settlements in the western Balkans,exceptionally rich with archeological, architectural, and cultural sites, whichmust be protected from damage during future earthquakes by properretrofitting and strengthening o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7952eb04d2510a734fa0a591502e0a6f
https://doi.org/10.1002/eer2.27
https://doi.org/10.1002/eer2.27
Publikováno v:
Buildings; Volume 13; Issue 7; Pages: 1712
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://explore.openaire.eu/search/publication?articleId=multidiscipl::2921b938d2ffd06c614f242335382a3f
Publikováno v:
Earthquake Engineering and Resilience. 1:268-301
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b4f54a461d6f54d53c04dad1191e4ba
https://doi.org/10.1002/eer2.21
https://doi.org/10.1002/eer2.21
Autor:
Vlado Gičev, Mihailo D. Trifunac
Publikováno v:
Earthquake Engineering and Resilience. 1:302-316
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37b5383b3c237ea37bce23434c576f9c
https://doi.org/10.1002/eer2.28
https://doi.org/10.1002/eer2.28
Publikováno v:
Earthquake Engineering and Resilience. 1:138-163
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67649f502502e38cc467d6c6fa2c4907
https://doi.org/10.1002/eer2.15
https://doi.org/10.1002/eer2.15
Publikováno v:
Earthquake Engineering and Resilience. 1:115-137
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f630a6d21f0eba53295a1c145633c84
https://doi.org/10.1002/eer2.16
https://doi.org/10.1002/eer2.16
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