Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Mohammad Kamruzzaman Talukder"'
Publikováno v:
GeoHazards, Vol 2, Iss 3, Pp 277-301 (2021)
Site amplification factors in National Building Codes are typically specified as a function of the average shear wave velocity over the first 30 m (Vs30) or site class (A, B, C, D and E) for defined ranges of Vs30 and/or ranges of depth to bedrock. H
Externí odkaz:
https://doaj.org/article/ab35b595c64d45b688056c69f08aa406
Publikováno v:
Australian Journal of Structural Engineering. :1-15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89d1d8d0cb95914a9eadfe7da1f69a5f
https://doi.org/10.1080/13287982.2023.2209353
https://doi.org/10.1080/13287982.2023.2209353
Publikováno v:
Asian Journal of Civil Engineering. 24:29-56
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::196c37af8cfd2dc5c177c553739d00c8
https://doi.org/10.1007/s42107-022-00484-2
https://doi.org/10.1007/s42107-022-00484-2
Publikováno v:
GeoHazards, Vol 2, Iss 15, Pp 277-301 (2021)
GeoHazards
Volume 2
Issue 3
Pages 15-301
GeoHazards
Volume 2
Issue 3
Pages 15-301
Site amplification factors in National Building Codes are typically specified as a function of the average shear wave velocity over the first 30 m (Vs30) or site class (A, B, C, D and E) for defined ranges of Vs30 and/or ranges of depth to bedrock. H
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::80361e89c8f39f8e8d921b7bdefd90a8
https://www.mdpi.com/2624-795X/2/3/15
https://www.mdpi.com/2624-795X/2/3/15
Publikováno v:
Bulletin of Earthquake Engineering. 14:345-372
In most national building codes, site classification is based on the Vs30 parameter, the average shear wave velocity for the first 30 m of soil below the surface, and defines amplification factors (e.g. Fa and Fv) to be applied to ground motions for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82d0e0b549197c176d5a1d76e943e91f
https://doi.org/10.1007/s10518-015-9832-0
https://doi.org/10.1007/s10518-015-9832-0