Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Ali Kheyroddin"'
Autor:
Hamed Dabiri, Ali Kheyroddin
Publikováno v:
Structures. 34:1603-1613
Reinforcement ratio and bar splice methods have an indubitable effect on the behavior of RC beam-column joints. The present experimental study is focused on evaluating the influence of parameters including reinforcement ratio of beams, method and num
Autor:
Ali Kheyroddin, Hamed Dabiri
Publikováno v:
Structures. 28:2562-2571
Beam-column joints affect the performance of structures remarkably, therefore, finding an appropriate method for their construction has always been one of the major concerns of researchers. In the present study, the influence of incorporating mechani
Publikováno v:
Structures. 24:717-727
In this study, the influence of using mechanical splices on the cyclic performance of RC columns under axial and cyclic loads was investigated experimentally. Totally six specimens were fabricated and examined; the first one was fabricated by non-spl
Publikováno v:
Composite Structures. 209:112-128
The most important phenomenon that threatens the stability and health of structures in different parts of the world is the occurrence of an earthquake with varying intensity and magnitude. The most dangerous type of failure in structures is shear fai
Publikováno v:
International Journal of Steel Structures. 19:672-691
A retrofit method for bolted end plate connections is the use of haunches. This method needs no change or replacement of connection components. The optimum selection of rehabilitation parameters like thickness or haunch-beam angle is of great importa
Publikováno v:
Journal of Building Engineering. 46:103691
Reinforced concrete beam-column joints play a key role in transferring gravity and lateral loads from beam to column. One of the main failures of the RC joints is shear failure due to a lack of transverse reinforcements and full unconfinement in this
Publikováno v:
Journal of Building Engineering. 44:102956
The Linked Column Frame (LCF) system consists of the main lateral load bearing system of the structure called the Linked Column (LC) frame; the structural system is Moment Resisting (MF) frame acts as gravity load bearing system. This system can use
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
Tuned mass dampers are one of the most common devices for the passive control of structures subjected to earthquakes. The structure of these dampers consists of three main parameters: mass, damping, and stiffness. Tuned mass dampers reduce the amplit
Publikováno v:
Engineering Structures. 246:113041
In this study, the cyclic performance of innovative less-invasive haunches, as fuse elements, called Arched Steel Haunches (ASHs) for seismic retrofitting of reinforced concrete frames was investigated. The axes of these haunches are like circle arcs
Publikováno v:
International Journal of Steel Structures. 17:877-891
Current design philosophy for conventional steel moment resisting frames (MRFs) in high seismic regions is that the frames should not collapse for major earthquakes. However, significant structural damage and residual drift due to inelastic deformati