Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Akbar Hassanipour"'
Publikováno v:
Journal of Structural and Construction Engineering, Vol 6, Iss 1, Pp 98-113 (2019)
Connections pipe pile to cap beam in steel bridges have important roles on structure strength affecting lateral loads such as earthquake. One of the most important strategies are to translate plastic hinge from connections to the other places in stru
Externí odkaz:
https://doaj.org/article/6f2093a905dc4f81b75a21f083d5fd14
Publikováno v:
Journal of Structural and Construction Engineering, Vol 5, Iss 2, Pp 40-59 (2018)
Since the lateral load pattern along the height proposed in seismic codes such as standard 2800-4th has been developed on the basis of elastic behavior without paying attention to the type of earthquake, it seems the story lateral force under near an
Externí odkaz:
https://doaj.org/article/730f5201165c4b90b9a1285caeebb25c
Publikováno v:
Advances in Civil Engineering, Vol 2014 (2014)
Externí odkaz:
https://doaj.org/article/4106ee8e3f6d43b69ad0206780083311
Publikováno v:
Granular Matter. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::174f8e93ff4dd514286f8a96dcf91942
https://doi.org/10.1007/s10035-022-01247-1
https://doi.org/10.1007/s10035-022-01247-1
Publikováno v:
Journal of Building Engineering. 10:13-25
In the present study, Eccentrically Braced Frames’ (EBF) seismic behavior with single and double shear panels is introduced. The numerical modeling is done by commercial FE software (Abaqus) under two kinds of cyclic displacement loads (including p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b9fbe988e36465697c9b2427cb7fdf4
https://doi.org/10.1016/j.jobe.2017.01.006
https://doi.org/10.1016/j.jobe.2017.01.006
Publikováno v:
Journal of Constructional Steel Research. 121:441-456
In recent years, steel-concrete composite shear walls have been widely used in enormous high-rise buildings. This paper demonstrates nonlinear numerical studies on composite steel-concrete shear walls affecting cyclic loading. Five types of three-dim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f3ae9f0234ec7d86880ce032ec54374
https://doi.org/10.1016/j.jcsr.2016.03.017
https://doi.org/10.1016/j.jcsr.2016.03.017
Publikováno v:
Case Studies in Structural Engineering. 3:33-51
Recent earthquakes have shown that steel moment frame (SMF) with weld connections are so brittle. According to the studies conducted, great damages are due to the cracking of the weld between the beam flange and the column face and inducing concentra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7568d54108ce3046040c92811cc2b733
Publikováno v:
Advances in Civil Engineering, Vol 2014 (2014)
One of the most important members of steel structure’s connection region is beam-to-column connection. Rigid connection in steel moment frame has special role in the behavior of these structures and the fire resistance of these connections can be i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d3b5859abf987660d82f8e4af8586e78
https://doi.org/10.1155/2014/692323
https://doi.org/10.1155/2014/692323