Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Mehdi Ebadi-Jamkhaneh"'
Autor:
Mehdi Ebadi-Jamkhaneh
Publikováno v:
Buildings, Vol 14, Iss 9, p 2779 (2024)
This study investigates the seismic response of two 20-story adjacent reinforced concrete structures with differing lateral load-bearing systems, emphasizing the influence of soil–structure interaction. In total, 72 numerical models explored the co
Externí odkaz:
https://doaj.org/article/4cacee690fdf49c296b631f968308b15
Publikováno v:
Shock and Vibration, Vol 2024 (2024)
Using a monopile foundation due to a reliable and simple technology has a wide application in engineering structures. This paper investigates numerically the performance of an offshore wind turbine with a monopile foundation equipped with a restricti
Externí odkaz:
https://doaj.org/article/e2a14b492bb141808549ca7effc7a6bb
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 8, Iss 1, Pp 77-95 (2022)
Bridges in transportation networks are susceptible to damage from the aggressive environment. Steel reinforcement corrosion is one of the main causes of deficient behavior in the reinforced concrete (RC) bridge. The corrosion of steel rebar negativel
Externí odkaz:
https://doaj.org/article/c30b6c75f0334f0c916c7dc5551250a8
Autor:
Masoud Ahmadi, Mehdi Ebadi-Jamkhaneh
Publikováno v:
Buildings, Vol 13, Iss 7, p 1587 (2023)
In regions prone to seismic activity, buildings constructed on soft soil pose a significant concern due to their inferior seismic performance. This situation often results in considerable structural damage, substantial economic loss, and increased ri
Externí odkaz:
https://doaj.org/article/2f008e6326c5476d9ba42cb8fbcf29bf
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 7, Iss 1, Pp 173-188 (2021)
In this study, the seismic behavior of an all-steel buckling-restrained (AB) steel plate shear wall (SPSW) with incline slits under fire and cyclic loading was investigated. ABSPSW was composed of two thin steel infill plates with a narrow distance f
Externí odkaz:
https://doaj.org/article/4c68e79509e3470f98894774cb4cdae1
Autor:
Masoud Ahmadi, Mehdi Ebadi-Jamkhaneh
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 6, Iss 2, Pp 133-147 (2021)
This research examines the effect of plan irregularities on the progressive collapse of steel structures. Firstly, the three structures, regular and irregular are designed. Secondly, the effect of the two plan irregularities on the progressive collap
Externí odkaz:
https://doaj.org/article/786fea9c0fc54ae5ba842fe51da7c62d
Autor:
Seyed Morteza Salimi, Sepideh Rahimi, Mohamad Hoseinzadeh, Denise-Penelope N. Kontoni, Mehdi Ebadi-Jamkhaneh
Publikováno v:
Metals, Vol 11, Iss 4, p 604 (2021)
Steel plate shear walls (SPSWs) have advantages such as high elastic stiffness, stable hysteresis behavior, high energy absorption capacity, and decent ductility. However, one of the main drawbacks of SPSWs is their buckling under lateral loading. To
Externí odkaz:
https://doaj.org/article/eca63a6eae454ada8a403bc0b7fb4ad3
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 7, Iss 1, Pp 70-82 (2019)
In recent years, Partially Encased Composite columns are evaluated as new achievements in the field This paper presents a combined experimental and theoretical study on the mechanical performances of six octagonal PEC columns subjected to axial compr
Externí odkaz:
https://doaj.org/article/a26f996557e54874b906b0f0fef5ccd2
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811940545
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97db33b77733b7fe3fa0ad8ce8d00243
https://doi.org/10.1007/978-981-19-4055-2_30
https://doi.org/10.1007/978-981-19-4055-2_30
Publikováno v:
International Journal of Steel Structures. 21:1420-1430
One of the methods for improving the seismic behavior of structures was to use inactive control devices. Recently, in civil engineering applications, a relatively new material named metal foam has been utilized progressively due to its high energy di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79d31950fe9c4cf0c4af9b24f5b2ba84
https://doi.org/10.1007/s13296-021-00513-x
https://doi.org/10.1007/s13296-021-00513-x