Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Gh Pourmoosavi"'
Publikováno v:
مهندسی عمران شریف, Vol 37.2, Iss 3.1, Pp 63-73 (2021)
Following the collapse of the World Trade Center towers, investigating the building resistance and providing the safety of residents in case of fire have attracted the attention of engineers more than ever. In this regard, similar to buildings, gas a
Externí odkaz:
https://doaj.org/article/36610e80148548278493d1135bd5fffd
Publikováno v:
Mechanics of Advanced Materials and Structures. :1-24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9ecc3f8669651c4c2c1c386c6b0bc27
https://doi.org/10.1080/15376494.2023.2176576
https://doi.org/10.1080/15376494.2023.2176576
Autor:
A. Ghadami, Gh. Pourmoosavi
Publikováno v:
Structures. 40:485-497
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5206137e370b2048b8374a1f4ab350ac
https://doi.org/10.1016/j.istruc.2022.04.043
https://doi.org/10.1016/j.istruc.2022.04.043
Publikováno v:
Journal of Constructional Steel Research. 184:106802
In literature, no effective method for evaluating the shear behavior of corroded steel panels has been clearly established. Therefore, in this paper, shear behavior of steel plates with random corrosion pits were numerically investigated using the no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::214785975979b6f8777e01ce3fc8172e
https://doi.org/10.1016/j.jcsr.2021.106802
https://doi.org/10.1016/j.jcsr.2021.106802
Publikováno v:
Thin-Walled Structures. 161:107473
Owing to the relative uncertainty of previous numerical and experimental studies on the behavior of short and very short shear links, this article considers the overstrength factor of short and very short low-yield-point (LYP) steel shear links with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::200a447b434e5bf851db5dee269bc13d
https://doi.org/10.1016/j.tws.2021.107473
https://doi.org/10.1016/j.tws.2021.107473
Publikováno v:
Journal of Constructional Steel Research. 178:106489
This paper relies on the finite element method to find the safe factor considering the economical aspect to design members outside the short shear links with/without stiffeners constructed from low-yield-point (LYP) steels with nominal yield strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f75121f77f0de67220b30afd3fa1bcfc
https://doi.org/10.1016/j.jcsr.2020.106489
https://doi.org/10.1016/j.jcsr.2020.106489