Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Reza Esmaeilabadi"'
Publikováno v:
Engineering Reports, Vol 6, Iss 12, Pp n/a-n/a (2024)
Abstract This paper investigates the effect of Leca‐filled barriers, both single and double‐walled trenches, on mitigating ground vibrations due to harmonic loads. A three‐dimensional finite element program, validated in comparison by aforement
Externí odkaz:
https://doaj.org/article/aff29b67657e4d09a946b657c8ce1c8e
Publikováno v:
International Journal of Advanced Design and Manufacturing Technology, Vol 15, Iss 2, Pp 83-96 (2022)
In this research, we investigate and compare the natural frequencies of simple beams and their mass and stiffness matrices of the two methods: classic shape functions and real shape functions. To this end, we solve the beam motion Equation and apply
Externí odkaz:
https://doaj.org/article/17f86cdd9f2d460ebb77f81600feeee3
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 7, Iss 1, Pp 189-210 (2021)
The present paper aimed to assess a comprehensive risk analysis in public-private partnership (PPP) infrastructure projects using library studies and surveys in transportation infrastructure projects. By separating risks through Delphi technique base
Externí odkaz:
https://doaj.org/article/e65900affa524bdcbe6a98cec5e28796
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 1, Pp 169-185 (2020)
Selection of appropriate accelerograms for nonlinear dynamic analysis is one of the most important challenges due to their significant influence on the interpretation of analysis results. A rational method for initial refinement of ground motion reco
Externí odkaz:
https://doaj.org/article/c4a8b48962824be5952007c931e85f25
Publikováno v:
Computational Engineering and Physical Modeling, Vol 1, Iss 3, Pp 1-14 (2018)
The steel plate shear wall (SPSW) system is one of the most common and acceptable lateral-resisting structural systems for steel structures. Although the advantages of SPSW over the other structural systems are somehow well-known, the wall-farm inter
Externí odkaz:
https://doaj.org/article/0e5151fa16a54f26adc987c268a84cdb
Publikováno v:
Computational Engineering and Physical Modeling, Vol 1, Iss 1, Pp 58-67 (2018)
In the current study, the nonlinear behavior of the stiffened steel plate shear wall with diagonal stiffeners is numerically studied. After nonlinear pushover analysis, the finite element modeling results are compared with un-stiffened and stiffened
Externí odkaz:
https://doaj.org/article/676738b41fbf4efd8ee0cbca3d9f7b0a
Publikováno v:
Arabian Journal for Science and Engineering. 47:13229-13247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a30f1b61b043314b8e39d534b184651
https://doi.org/10.1007/s13369-021-06432-7
https://doi.org/10.1007/s13369-021-06432-7
Publikováno v:
Advances in Science and Technology Research Journal, Vol 10, Iss 30, Pp 76-83 (2016)
Site response spectrum is one of the key factors to determine the maximum acceleration and displacement, as well as structure behavior analysis during earthquake vibrations. The main objective of this paper is to develop an optimized model based on a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3578a816673e2f11e079c27199839208
http://www.journalssystem.com/astrj/Prediction-of-site-response-spectrum-under-earthquake-vibration-using-an-optimized-developed-artificial-neural-network-model,62920,0,2.html
http://www.journalssystem.com/astrj/Prediction-of-site-response-spectrum-under-earthquake-vibration-using-an-optimized-developed-artificial-neural-network-model,62920,0,2.html
Autor:
Katayoun Behzadafshar, Reza Esmaeilabadi, Javid Nosrati Nasrabadi, Abbas Abbaszadeh Shahri, Arsham Gheirati
Publikováno v:
Arabian Journal of Geosciences. 8:3833-3844
This paper aims to describe a probabilistic frequency analysis procedure to develop seismic hazard maps of Kopet Dagh region in north and northeast of Iran which with mostly shallow earthquakes is a high active seismic area. The existence of Khangira
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a021ad0c14f6efab2552c47475e7348e
https://doi.org/10.1007/s12517-014-1446-3
https://doi.org/10.1007/s12517-014-1446-3