Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Mahnoosh Biglari"'
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:
Buildings, Vol 13, Iss 6, p 1361 (2023)
Seismic codes were developed to reduce the structural vulnerability and risk associated with earthquakes in earthquake-prone regions of the world. The effectiveness of the code in preventing damage is dependent on the performance level defined and th
Externí odkaz:
https://doaj.org/article/ddb093d92c1744879ff08c0f80df76d2
Publikováno v:
Buildings, Vol 12, Iss 10, p 1736 (2022)
The frequency content and time duration of earthquakes are as effective as the peak ground acceleration on structural damage. Therefore, using rapid seismic vulnerability assessment methods that consider the earthquake acceleration time history is no
Externí odkaz:
https://doaj.org/article/81199fc42848481082d28dab40c948bd
Autor:
Mahnoosh Biglari, Antonio Formisano
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
The weakness of tensile strength and high weight in masonry structures under the dynamic loads of earthquakes has always led to structural damage, financial losses, injuries, and deaths. In spite of cheap and affordable masonry materials, their use h
Externí odkaz:
https://doaj.org/article/9964808f400542b6a8ac2edd2b5d70d9
Autor:
Mahnoosh Biglari, Antonio Formisano
This study provides the seismic scenario-based risk map of the small mountain city of Kerend-e-gharb. It evaluates the existing methods and formulations for the effects of a devastating earthquake using empirical fragility curves. A seismic vulnerabi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55c1e4ce94430a5868724268394b40cf
https://hdl.handle.net/11588/902367
https://hdl.handle.net/11588/902367
Publikováno v:
Buildings; Volume 12; Issue 10; Pages: 1736
The frequency content and time duration of earthquakes are as effective as the peak ground acceleration on structural damage. Therefore, using rapid seismic vulnerability assessment methods that consider the earthquake acceleration time history is no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6cbfa8c8e028e8b80b76c7a3ae1781cb
https://hdl.handle.net/11588/902364
https://hdl.handle.net/11588/902364
Autor:
Mahnoosh Biglari, Antonio Formisano
This study provides the seismic risk map of the small mountain city of Kerend-e-gharb. This innovative study evaluates the existing methods and formulations with the effects of a devastating earthquake using empirical fragility curves. A seismic vuln
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45a98d2ac8fb735931beb3f6da64c2be
https://doi.org/10.21203/rs.3.rs-981458/v1
https://doi.org/10.21203/rs.3.rs-981458/v1
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
Background: In this research a rapid vulnerability and risk assessment at a territorial level is performed. Methods: The methodology used, initially proposed for ancient masonry churches, is extended and applied to ten historic masonry mosques in Ker
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01f0e91f64e78150c2b6d676ea882f84
https://hdl.handle.net/11588/902469
https://hdl.handle.net/11588/902469
This study investigates the damage data after November 12, 2017, Iran earthquake (Mw 7.3), collected on 440 steel and reinforced concrete residential buildings. Structures have low-to-medium height and are located in Sarpol-e-zahab city, as well as i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::577b214140dfbb49966059b8458fc615
https://hdl.handle.net/11588/902427
https://hdl.handle.net/11588/902427