Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Reza Tarinejad"'
Publikováno v:
Journal of Hydraulic Structures, Vol 9, Iss 1, Pp 98-110 (2023)
This study investigates the potential of Adaptive Neuro-fuzzy inference system (ANFIS), M5P, and Gaussian Process regression (GP) approaches to predict discharge coefficient (Cd) of chimney weir with different apex angles. Out of 110 data points, 77
Externí odkaz:
https://doaj.org/article/03de3d522ddc409180ebe56193960488
Autor:
Reza Tarinejad, Azizeh Hosseinjani
Publikováno v:
Journal of Structural and Construction Engineering, Vol 8, Iss 6, Pp 204-220 (2021)
Design, construction and maintenance of liquid storage tanks, which have been extensively used to store liquid in industrial factories, oil refineries and petrochemical sites, are crucial. Vulnerability of liquid storage tanks have been recognized re
Externí odkaz:
https://doaj.org/article/90ee330eb93145aa9e6f1391a8550185
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 4, Pp 23-45 (2021)
This study focuses on modeling spatial variation of earthquake ground motion using numerical methods. wave passage effect, incoherence effect and local site conditions effect are the effective parameters on this phenomenon which its investigated in s
Externí odkaz:
https://doaj.org/article/eb44a4330ec9432caf79662ea30c679a
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 3, Pp 193-213 (2020)
This study investigates method of producing non-uniform support acceleration in actual site condition. Factors affecting the non-uniform excitation of topographic site include time delay between the arrival time of incident wave at the canyon floor a
Externí odkaz:
https://doaj.org/article/8aa3146fd506432d84d092ef263d463b
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 1, Pp 186-198 (2020)
To investigate the seismic responses of dams due to ground non uniform displacements, the records of earthquake displacements are required. Such data is seldom recorded during a specific earthquake and in the most cases the recorded data in not suffi
Externí odkaz:
https://doaj.org/article/2191879184e144f186a5ce084b43d199
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 5, Iss 1, Pp 61-75 (2019)
In this study, the effects of a subway station on the surface ground motion subjected to uniform and the non-uniform propagating seismic wave is investigated. Numerical analysis is carried out by finite difference method using FLAC soft-ware. Seismic
Externí odkaz:
https://doaj.org/article/91fe76b73d594519a700cd27e5a80bb4
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 4, Pp 790-803 (2019)
In this context, a new boundary element algorithm based on the time-convoluted traction kernels is employed to evaluate the spatially varying earthquake ground motions of the Pacoima dam in the USA subjected to SH, SV and P incident waves. An accurat
Externí odkaz:
https://doaj.org/article/e8bda6c54bef44bf8b12e1473e7f0a87
Autor:
Deliang Sun, Mahshid Lonbani, Behnam Askarian, Danial Jahed Armaghani, Reza Tarinejad, Binh Thai Pham, Van Van Huynh
Publikováno v:
Applied Sciences, Vol 10, Iss 5, p 1691 (2020)
Despite the vast usage of machine learning techniques to solve engineering problems, a very limited number of studies on the rock brittleness index (BI) have used these techniques to analyze issues in this field. The present study developed five well
Externí odkaz:
https://doaj.org/article/dcafb748dd194642bee9f577a5469453
Autor:
Dongchun Tang, Behrouz Gordan, Mohammadreza Koopialipoor, Danial Jahed Armaghani, Reza Tarinejad, Binh Thai Pham, Van Van Huynh
Publikováno v:
Applied Sciences, Vol 10, Iss 5, p 1761 (2020)
Seepage is one of the most challenging issues in some procedures such as design, construction, and operation of embankment or earth fill dams. The purpose of this research is to develop a new solution based on governing equations to solve the seepage
Externí odkaz:
https://doaj.org/article/eadf05d984f245da9537d6f83531dfc5
Autor:
Danial Jahed Armaghani, Panagiotis G. Asteris, Seyed Alireza Fatemi, Mahdi Hasanipanah, Reza Tarinejad, Ahmad Safuan A. Rashid, Van Van Huynh
Publikováno v:
Applied Sciences, Vol 10, Iss 6, p 1904 (2020)
In civil engineering applications, piles (deep foundations) are pushed into the ground in order to perform as steady support of structures. As these type of foundations are able to carry a huge amount of load, they should be carefully designed in ter
Externí odkaz:
https://doaj.org/article/bcf496d36b064ba4a2a3e6a76fb76424