Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Fatemeh Shirmohammadi"'
Autor:
Saeed Bahrami, Fatemeh Shirmohammadi
Publikováno v:
Applied Mathematical Modelling. 53:156-166
This paper presents development of the spectral element method (SEM) for analysis of circular and annular circular plates vibration under impact load. A novel formulation is proposed in frequency domain for conducting spectral element matrix. Several
Publikováno v:
Applied Mathematical Modelling. 44:470-480
This paper presents development of the spectral element method (SEM) for the vibration analysis of thin shallow shells with rectangular planform subjected to impact loads. Dynamic formulation was developed for a thin shallow shell with two opposite e
Behavior of two new moment resisting precast beam to column connections subjected to lateral loading
Publikováno v:
Engineering Structures. 132:808-821
In this study, two new moment resisting connections of beams to precast concrete columns under lateral load were analyzed via application of nonlinear finite element analysis software ABAQUS 6.10. The precast connections considered were the beam-colu
Autor:
Fatemeh Shirmohammadi, Asad Esmaeily
Publikováno v:
Computers and Concrete. 17:353-386
Realistic assessment of the performance of reinforced concrete structural members like columns is needed for designing new structures or maintenance of the existing structural members. This assessment requires analytical capability of employing prope
Autor:
Asad Esmaeily, Fatemeh Shirmohammadi
Publikováno v:
Engineering Structures. 99:63-77
Accurate and realistic assessment of the performance of columns in general and those in critical locations that may cause progressive failure of the entire structure, in particular, is significantly important. This performance is affected by the load
Publikováno v:
Applied Mathematical Modelling. 39:3481-3495
This paper presents development of the spectral element method (SEM) to specify natural frequencies and dynamic response of moderately thick rectangular plates under impact and moving loads. To solve differential equations of moderately thick plate,
Publikováno v:
Engineering Structures. 84:395-405
Behavior of reinforced concrete columns confined by Fiber Reinforced Polymer (FRP) or conventional lateral steel (tie/spiral) reinforcement has been studied extensively by many researchers. Although FRP wrapping is used when lateral steel is not suff