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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.
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
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