Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Rouhollah Amirabadi"'
Publikováno v:
International Journal of Coastal and Offshore Engineering, Vol 4, Iss 2, Pp 15-22 (2020)
Significant advantages of FPSO in the ability to transfer and extract from offshore wells have led to their widespread applications. Kind of different modules is installed on the top of these platforms, where one of the major engineering concerns is
Externí odkaz:
https://doaj.org/article/95c7a82db9994a119fba9f9ab571ddf7
Publikováno v:
International Journal of Coastal and Offshore Engineering, Vol 4, Iss 1, Pp 25-30 (2020)
The Karun River is considered to be the longest Iranian river with 855 km length. The river is divided into two branches, 4 km away from the Arvand River, which is a branch of the Bahmanshir River in the north of Abadan, and another branch of the Nam
Externí odkaz:
https://doaj.org/article/afa20c1e38014ae6ba4a7dd64ba131a4
Publikováno v:
International Journal of Coastal and Offshore Engineering, Vol 3, Iss 4, Pp 9-17 (2020)
Ports are the main avenue of global freight transport. In the past, experience has shown that ports are vulnerable to earthquakes, which cause evident economic damage. The port at Kobe, Japan, experienced economic losses of about $11 billion after an
Externí odkaz:
https://doaj.org/article/06c7c9e554de468ba342326a6fe7e5f9
Autor:
Mohsen Soltani, Rouhollah Amirabadi
Publikováno v:
International Journal of Maritime Technology, Vol 11, Iss Winter and Spring 2019, Pp 33-40 (2019)
This paper aims to tackle an important uncertainty which extremely affects seismic performance of wharf structures in earthquake events. According to previous studies performed for structures on land, it is shown that structures on land are highly su
Externí odkaz:
https://doaj.org/article/ef6a4a00c7864b21ab1a53d1b5740b72
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 4, Iss 2, Pp 71-79 (2019)
Since ports and docks play a major role in developing a country, they should pay particular attention to these types of structures. Special attention is not just to successive build-ups, but after constructing, paying attention to these types of stru
Externí odkaz:
https://doaj.org/article/7876823f154d4986adf4719475e9027d
Autor:
Mohsen Soltani, Rouhollah Amirabadi
Publikováno v:
International Journal of Coastal and Offshore Engineering, Vol 2, Iss 4, Pp 37-46 (2019)
This study aims to investigate the capability of two common numerical methods, Homotopy Analysis Method (HAM) and Variational Iteration Method (VIM), and to suggest more efficient approximate solution method to the governing equations of nonlinear su
Externí odkaz:
https://doaj.org/article/0488939f9f6d4f23a5df6601f97d7065
Publikováno v:
نشریه مهندسی دریا, Vol 14, Iss 27, Pp 69-79 (2018)
Caisson breakwater is one the most common coastal protection structures which their main application is to reduce wave energies and create a calm basin for berthing of the ships in ports. A simple approach to achieve this is to build a solid wall aga
Externí odkaz:
https://doaj.org/article/faa8624eee4f49eda55a04829b3a99a1
Autor:
Rouhollah Amirabadi, reza ghazangian
Publikováno v:
International Journal of Coastal and Offshore Engineering, Vol 2, Iss 1, Pp 21-34 (2018)
Despite the enormous military threats against the country's military facilities, especially the naval industry, correct understanding of the behavior of these structures in efficacy of explosion, analysis and design of this industry has been much imp
Externí odkaz:
https://doaj.org/article/0d0f5e9037624c829deb289cd96daae0
Autor:
zahra omrani, Rouhollah Amirabadi
Publikováno v:
International Journal of Maritime Technology, Vol 6, Iss Summer and Autumn 2016, Pp 41-50 (2016)
When a jack-up installed at a clay location and then leaves; it can create several meter deep footprints. In case of soft clay, the spudcan may have actually penetrated much deeper than the observed footprints. When the penetrated spudcan is pulled o
Externí odkaz:
https://doaj.org/article/86a3ad43279d49cf904cdcbe15cdc1ae
Publikováno v:
International Journal of Maritime Technology, Vol 1, Pp 1-10 (2013)
This study aims to develop seismic fragility curves for a typical pile-supported wharf. Fragility curve is one of the popular tools in seismic performance evaluation of a structure. The software FLAC2D was used to simulate the seismic performance of
Externí odkaz:
https://doaj.org/article/042fa95819024a75a0e2992743e74419