Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Mojtaba Gorji Azandariani"'
Publikováno v:
Composites Part C: Open Access, Vol 15, Iss , Pp 100533- (2024)
This study investigates of using recycled concrete aggregates along with the reinforcement of polyolefin fibers to augment both the compressive strength and durability of concrete, in alignment with the principles of sustainable development. This stu
Externí odkaz:
https://doaj.org/article/3f17fa19eced4aa088810d70117184df
Publikováno v:
Composites Part C: Open Access, Vol 14, Iss , Pp 100473- (2024)
This paper presents the novel development of the dynamic stiffness matrix for a three-layered symmetric pre-twisted sandwich beam (PTSB), aiming to investigate its free vibration characteristics. The outer layers of the beam are modeled using the Eul
Externí odkaz:
https://doaj.org/article/add5a5f920624503a1a18965de1e4e61
Publikováno v:
Results in Engineering, Vol 20, Iss , Pp 101504- (2023)
This study focused on analysing the seismic fragility and retrofitting of reinforced concrete flexural frames using strongback braced system. Using the steel strongback braced system as a means of seismically strengthening and retrofitting reinforced
Externí odkaz:
https://doaj.org/article/44d38337541447769782ea9db945b051
Publikováno v:
Composites Part C: Open Access, Vol 12, Iss , Pp 100410- (2023)
Concrete, a widely used construction material, exhibits inherent brittleness and limited tensile strength. To address these shortcomings, the incorporation of fibers has gained prominence, with polyolefin and polypropylene fibers emerging as promisin
Externí odkaz:
https://doaj.org/article/1f23988beae54189a4f35c4c6563381c
Publikováno v:
Structures. 45:629-644
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6af1c4596bd2bfaa92f62f6807c78028
https://doi.org/10.1016/j.istruc.2022.09.047
https://doi.org/10.1016/j.istruc.2022.09.047
Publikováno v:
Structures. 33:2264-2272
The Linked Column Frame (LCF) structural system is comprised of moment-resisting frames as the primary gravity load-carrying system and a combination of closely-spaced dual columns interconnected with link beams acting together with the moment-resist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05bb386e77b3f952cd31c480a7ba3028
https://doi.org/10.1016/j.istruc.2021.06.005
https://doi.org/10.1016/j.istruc.2021.06.005
Autor:
Ali Mohammad Rousta, Maria Rashidi, Hamid Abdolmaleki, Masoud Mohammadi, Mojtaba Gorji Azandariani
Publikováno v:
Structures. 33:3066-3080
This research endeavor intends to use the numerical and analytical approaches to investigate the ultimate shear capacity of steel plate shear walls with partial plate-column connection (SPSW-PC). This study aims to provide an analytical relationship
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c77adabac4d665a228115117a60c2947
https://doi.org/10.1016/j.istruc.2021.06.046
https://doi.org/10.1016/j.istruc.2021.06.046
Publikováno v:
Arabian Journal for Science and Engineering. 46:12641-12651
In the present paper, a size-dependent Euler–Bernoulli beam model has been developed for nonlinear static analysis of a bidirectional functionally graded (BFG) microbeam based on a nonlinear elastic foundation according to the modified couple stres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f88fc809cfbf47b15a44e05dbdeac725
https://doi.org/10.1007/s13369-021-06053-0
https://doi.org/10.1007/s13369-021-06053-0
Publikováno v:
International Journal of Steel Structures. 21:1680-1697
The corrugated steel plate shear wall (CSPSW) system is a lateral force-resisting system, about which many studies have been carried out in recent years. In the present study, the behavior of this system is investigated by pushover analysis. For this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62cd5f7082ca23b3f05a75962bcd6eef
https://doi.org/10.1007/s13296-021-00529-3
https://doi.org/10.1007/s13296-021-00529-3
Publikováno v:
Structures. 29:30-47
Evaluation of hysteresis behavior and ultimate capacity of steel plate shear walls (SPSWs) with complex geometry and details, using the equivalent constitutive models infill steel plate, is known as a complex process. Therefore, using a simplified mi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd60fa6c6cd46426615e526c0554ff1e
https://doi.org/10.1016/j.istruc.2020.11.009
https://doi.org/10.1016/j.istruc.2020.11.009