Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Peyman Ayoubi"'
Autor:
Danilo S. Kusanovic, Elnaz E. Seylabi, Peyman Ayoubi, Kien T. Nguyen, Joaquin Garcia-Suarez, Albert R. Kottke, Domniki Asimaki
Publikováno v:
Mathematics, Vol 11, Iss 21, p 4530 (2023)
In the fields of structural and geotechnical engineering, improving the understanding of soil–structure interaction (SSI) effects is critical for earthquake-resistant design. Engineers and practitioners often resort to finite element (FE) software
Externí odkaz:
https://doaj.org/article/9f4b361fc1f64656bbb6188bb81957e0
Publikováno v:
Geophysical Journal International
Geophysical Journal International, 2022, 231, pp.1996-2008. ⟨10.1093/gji/ggac302⟩
Geophysical Journal International, 2022, 231, pp.1996-2008. ⟨10.1093/gji/ggac302⟩
SUMMARYThe 2015 Mw 7.8 Gorkha, Nepal earthquake is the largest event to have struck the capital city of Kathmandu in recent times. One of its surprising features was the frequency content of the recorded ground motion, exhibiting a notable amplificat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::163e608e645d4c1893d0a5047731607e
https://doi.org/10.1093/gji/ggac302
https://doi.org/10.1093/gji/ggac302
Simple Equations for Estimating Bearing Capacity of Liquefiable Soils Underneath Shallow Foundations
Publikováno v:
Journal of Earthquake Engineering. 26:3184-3208
Assessment of liquefiable soils strength is a challenging task in engineering practice especially when a structure is founded on top of the liquefied soil. While it has been addressed and studied i...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab59045e5a88f313ff18daea55e9387a
https://doi.org/10.1080/13632469.2020.1792004
https://doi.org/10.1080/13632469.2020.1792004
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54f4d0acc8ef6866b16a9a76db44bf28
https://doi.org/10.1007/978-3-031-11898-2_66
https://doi.org/10.1007/978-3-031-11898-2_66
Publikováno v:
Geophysical Journal International. 232:1470-1470
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30bdaeec7613f645d2ce713e33f76a35
https://doi.org/10.1093/gji/ggac425
https://doi.org/10.1093/gji/ggac425
''Basin effects'' refers to trapped and reverberating earthquake waves in soft sedimentary deposits overlying convex depressions of the basement bedrock, which significantly alter frequency content, amplitude, and duration of seismic waves. This has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a0cadbcd42bdee43e17eb8a8cba3095
https://resolver.caltech.edu/CaltechAUTHORS:20210204-105035105
https://resolver.caltech.edu/CaltechAUTHORS:20210204-105035105
Publikováno v:
Soil Dynamics and Earthquake Engineering. 149:106868
Liquefaction is a phenomenon through which saturated sandy soil loses its shear strength and turns into a liquefied state. One of the most detrimental consequences of liquefaction is the reconsolidation volumetric settlements after the earthquakes, w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34baea09644cb62188c998dbba62614a
https://doi.org/10.1016/j.soildyn.2021.106868
https://doi.org/10.1016/j.soildyn.2021.106868
Autor:
Akbar Alibeigloo, Peyman Ayoubi
Publikováno v:
Journal of Thermal Stresses. 40:1166-1183
In this article, transient analysis of functionally graded material (FGM) cylindrical shell subjected to thermomechanical load is performed. Mechanical and thermal properties of the shell are assumed to be graded in radial direction according to powe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8749ab0372c301692b6c826c4533f91
https://doi.org/10.1080/01495739.2017.1325720
https://doi.org/10.1080/01495739.2017.1325720
Autor:
Peyman Ayoubi, Ali Pak
Publikováno v:
Soil Dynamics and Earthquake Engineering. 94:35-46
Geotechnical design codes have been shifted from classical limit equilibrium analysis toward the performance-based procedures. In foundation design, settlement is the most representative parameter for its performance. Settlement of shallow foundation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4c94aae0c36f4cca1d9f60877a01487
https://doi.org/10.1016/j.soildyn.2017.01.004
https://doi.org/10.1016/j.soildyn.2017.01.004