Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Mohammad Sadegh ROHANIMANESH"'
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 22, Iss 2, Pp 643-659 (2023)
This paper proposes a new energy-based numerical technique for the nonlinear analysis of reinforced concrete beam elements. The mathematical concept and equations are presented in detail for a general nonlinear quasi-static problem. This method can c
Externí odkaz:
https://doaj.org/article/2f5f28231a7a431f817e9072c411aedd
Publikováno v:
Mathematical and Computational Applications, Vol 29, Iss 2, p 24 (2024)
This paper introduces an innovative approach to numerically model Structure–Soil-Structure Interaction (SSSI) by integrating the Boundary Element Method (BEM) and the Finite Element Method (FEM) in a coupled manner. To assess the accuracy of the pr
Externí odkaz:
https://doaj.org/article/177759bcac104b4496be5b0bed4ee7d5
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 5, Pp 83-109 (2021)
Geometric nonlinear analyses are used in many structural problems, such as the determination of failure load, as well as the study of buckling mechanism. Nevertheless, due to the complex nature of this type of problems and the absence of a comprehens
Externí odkaz:
https://doaj.org/article/eceb10d03b2d46eb92cdb55fbde2db10
Publikováno v:
Scientific Journal of Silesian University of Technology. Series Transport, Vol 104, Iss 104, Pp 5-14 (2019)
The seismic elastomeric bearings reinforced with fibre is considered as a new technology in comparison to other conventional isolator systems in civil engineering. In this type of bearing, recycled fibres replaced traditional steel plates used in com
Externí odkaz:
https://doaj.org/article/cd0470da29b248f8b08f73cb706c55b3
Publikováno v:
Turkish Journal of Civil Engineering. 34:1-42
The fundamental period of the seismically isolated buildings may be close to that of the long period pulses of near-filed earthquakes, leading to very large lateral displacements in isolators, which in turn can considerably reduce the stability of is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d047bc74b2e77fed4383fadc278f0386
https://doi.org/10.18400/tjce.1265467
https://doi.org/10.18400/tjce.1265467
Publikováno v:
Journal of Asian Architecture and Building Engineering. 22:643-659
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e33d7fa2d5840a9a2148e73c4c480f3
https://doi.org/10.1080/13467581.2022.2047984
https://doi.org/10.1080/13467581.2022.2047984
Publikováno v:
Nonlinear Engineering. 11:637-653
Geometrically nonlinear analysis is required for resolving issues such as loading causes failure and structure buckling analysis. Although numerical methods are recommended for estimating the exact solution, they lack the necessary convergence in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f027fd7a84a626e506b6ff49d1b33c5b
https://doi.org/10.1515/nleng-2022-0018
https://doi.org/10.1515/nleng-2022-0018
Publikováno v:
Structures. 31:87-97
Steel braced frames are commonly used in steel structures to control and improve the seismic performance of the structures under severe lateral forces such as an earthquake. So, providing better formability would help designers to achieve their desir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::667e5f3edbee63d0ee6417047d3d918b
https://doi.org/10.1016/j.istruc.2021.01.073
https://doi.org/10.1016/j.istruc.2021.01.073
Publikováno v:
Numerical Methods in Civil Engineering. 5:51-59
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1335157b5dbbb85792b892c3b2df1ab
https://doi.org/10.52547/nmce.5.1.51
https://doi.org/10.52547/nmce.5.1.51
Publikováno v:
Bridge Structures. 16:27-37
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c2c99c9e73b32701e9ca6e61cdf9483
https://doi.org/10.3233/brs-200169
https://doi.org/10.3233/brs-200169