Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Mostafa Rezvani Sharif"'
Publikováno v:
Bulletin of Earthquake Engineering. 18:4191-4225
Although some of the previous plastic hinge relocation (PHR) techniques contribute to enhancing the seismic performance of beam–column joints, they suffer from a serious limitation regarding the reduction of the shear span and related failure mode.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c90fdcb30dcf148ccf4d28b32c4f1a3
https://doi.org/10.1007/s10518-020-00855-7
https://doi.org/10.1007/s10518-020-00855-7
Publikováno v:
Engineering Computations. 37:2517-2537
Purpose The shear strength of reinforced concrete (RC) columns under cyclic lateral loading is a crucial concern, particularly, in the seismic design of RC structures. Considering the costly procedure of testing methods for measuring the real value o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a24399548ce3a758e2f75031a49cd44
https://doi.org/10.1108/ec-10-2018-0453
https://doi.org/10.1108/ec-10-2018-0453
Publikováno v:
Engineering with Computers. 37:1579-1591
The drift capacity of reinforced concrete (RC) columns is a crucial factor in displacement and seismic based design procedure of RC structures, since they might be able to withstand the loads or dissipate the energy applied through deformation and du
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b8d18bdcd23b5e459adaae676c69782
https://doi.org/10.1007/s00366-019-00904-z
https://doi.org/10.1007/s00366-019-00904-z
Publikováno v:
Engineering with Computers; Apr2021, Vol. 37 Issue 2, p1579-1591, 13p
Publikováno v:
Engineering Computations; 2020, Vol. 37 Issue 7, p2517-2537, 21p
Publikováno v:
Bulletin of Earthquake Engineering; Jul2020, Vol. 18 Issue 9, p4191-4225, 35p