Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Iman Ashayeri"'
Publikováno v:
Buildings, Vol 14, Iss 10, p 3321 (2024)
Rapid damage assessment after an earthquake is crucial for allocating and prioritizing emergency actions. Building damage due to an earthquake depends on the seismic hazard and the building’s strength. While it is now possible to promptly access ac
Externí odkaz:
https://doaj.org/article/6eccb687d43b48d5aab8791b46ba7a20
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 9, Iss 1, Pp 47-58 (2023)
Determining the pattern of lateral displacement distribution in the height of structures and the factors affecting it, has an important role in increasing the accuracy of optimal design and functional design against various seismic loads. In this pap
Externí odkaz:
https://doaj.org/article/b18c2204a56d415d9dc8648e993a8339
Publikováno v:
Earth, Planets and Space, Vol 75, Iss 1, Pp 1-17 (2023)
Abstract We present velocity structure inversion for three stations of Iranian Strong Motion Network (ISMN), and one KiK-net station that is used as a benchmark, for the application of diffuse wave-field concept in tectonic and geological setting of
Externí odkaz:
https://doaj.org/article/c8c62cb1d5754e96bcef1d591557f0cb
Publikováno v:
Bulletin of Earthquake Engineering. 20:3739-3773
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c06b98704d7e00a0dbdcf7a7bf70d9f
https://doi.org/10.1007/s10518-022-01370-7
https://doi.org/10.1007/s10518-022-01370-7
Publikováno v:
Bulletin of Earthquake Engineering. 19:605-622
The impacts of Iran’s recent and destructive earthquake of Mw 7.3 November 12 2017, and its important subsequent events are investigated at Sarpol-e-zahab by means of 1D-equivalent linear site response analyses. Local damages at Sarpol-e-zahab high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9ca5b1f646e57a44888c1e0857acc63
https://doi.org/10.1007/s10518-020-00999-6
https://doi.org/10.1007/s10518-020-00999-6
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107528
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f897c030fcb40e833a9f7676d35731e7
https://doi.org/10.1016/j.soildyn.2022.107528
https://doi.org/10.1016/j.soildyn.2022.107528
Eight historical mosques of Kermanshah constructed in 18th or 19th century CE are investigated with ambient vibration tests on their sites and buildings. Conventional peak picking technique is used for determination of structures’ fundamental frequ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::96349025a38551ec3a4d207891b264bc
https://hdl.handle.net/11588/902419
https://hdl.handle.net/11588/902419
Publikováno v:
International Journal of Geotechnical Engineering. 14:264-285
Shear modulus (G) and damping ratio (D) are efficient and important parameters in estimation of seismic response of a site. Recently by development of the advanced experimental equipment, some stud...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c066305ba540712c16204b0974fc1ce2
https://doi.org/10.1080/19386362.2018.1425179
https://doi.org/10.1080/19386362.2018.1425179
Publikováno v:
Computers and Geotechnics. 136:104241
This paper presents a model for calculating the small-strain shear stiffness of saturated and unsaturated fine-grained soils as the product of a dimensionless stiffness index and four individual functions of the mean average skeleton stress, the over
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f2249c6f1f7a305376d4500e3fbef8e
https://doi.org/10.1016/j.compgeo.2021.104241
https://doi.org/10.1016/j.compgeo.2021.104241
Publikováno v:
International Journal of Civil Engineering. 14:379-409
In this article, general procedures for vulnerability assessment and retrofitting of a generic seismically designed bridge are outlined and the bridge’s damage criteria for blast resistance are explained. The generic concrete bridge is modeled and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f1c5e8f5cb845c325233a56d0500755
https://doi.org/10.1007/s40999-016-0042-1
https://doi.org/10.1007/s40999-016-0042-1