نتایج جستجو برای: column connection

تعداد نتایج: 171437  

Mohammad ali Faridalam, Fakhredin Danesh,

Geometry of eccentrically braced frames (EBFs) in some cases causes the connection of link beam to the column. The details of such conditions should be studied carefully due to the full plastic rotation in the link beam. In this research, the behavior of link-to-column connection is modeled and the failure modes are considered. Based on the previous researches shear link can exhibit better beha...

Some considerable damage to steel structures during the Hyogo-ken Nanbu Earthquake occurred. Among them, many exposed-type column bases failed in several consistent patterns, such as brittle base plate fracture, excessive bolt elongation, unexpected early bolt failure, and inferior construction work, etc. The lessons from these phenomena led to the need for improved understanding of column base...

Journal: :international journal of optimaization in civil engineering 0
p. mohebian m. mousavi h. rahami

the present study is concerned with the simultaneous optimization of the size of components and the arrangement of connections for performance-based seismic design of low-rise spsws. design variables include the size of beams and columns, the thickness of the infill panels, the type of each beam-to-column connection and the type of each infill-to-boundary frame connection. the objective functio...

This paper evaluates the effect of slot existence with limited length between flanges and web junction of I-shaped beams at the region of moment connections on vertical force and shear stress distribution in beam flanges and web at connection section in comparison with classical theory of stress distribution. The main purpose of this research is to evaluate the efficiency of the slot in connect...

Journal: :International Journal for Research in Applied Science and Engineering Technology 2019

Journal: :Thin-walled Structures 2021

Brittle fracture is one of the principal disincentives to limit use ultrahigh-strength steels in tall buildings. This paper proposes a novel column-to-column connection without full penetration welding reinforced concrete-filled steel tubular composite columns. The describes an experimental investigation into flexural behavior proposed RCFST connection, which was manufactured using grades H-SA7...

This study focuses on performance of H-shaped steel beams to CFT column rigid connections. To this end, the effects of internal and external stiffeners on hysteretic behavior of connections were studied. Comparative numerical analyses carried out on eight different connections. To this end finite element models were prepared using ANSYS and nonlinear cyclic analyses carried out. Results of this...

2017
Muhammad N. S Hadi

The aim of this paper is to present results of testing a full scale reinforced concrete T connection by static loading. The connection represents a beam-column connection. The beam and column had a square cross section with a 300 mm dimension. The height of the column was 2.9 m and the clear beam length was 1.4 m. The connection was initially tested to failure. Galvanised steel straps were used...

Journal: :journal of the structural engineering and geotechnics 0
maziar basirololoomi m. sc student, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran armin aziminejad assistant professor, department of civil engineering, science and research branch, islamic azad university, tehran, iran. fariman ranjbaran assistant professor, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran

moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.after the earthquake in northridge 1994,kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.in order to remedy to avoid similar situations in future earthquakes,researchers introduc...

H. Rahami, M. Mousavi, P. Mohebian,

The present study is concerned with the simultaneous optimization of the size of components and the arrangement of connections for performance-based seismic design of low-rise SPSWs. Design variables include the size of beams and columns, the thickness of the infill panels, the type of each beam-to-column connection and the type of each infill-to-boundary frame connection. The objective functio...

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