Results 71 to 80 of about 143,496 (212)

Seismic response of steel fibre reinforced concrete beam-column joints [PDF]

, 2014
The present research work aims to investigate numerically the behaviour of steel fibrereinforced concrete beam-column joints under seismic action. Both exterior and interior jointtypes were examined and 3D nonlinear finite element analyses were carried ...
Abbas, Ali, Syed Mohsin, Sharifah M., Cotsovos, Demetrios M.   +2 more
core  

Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections

Advances in Civil Engineering, 2019
A concrete-filled steel tube (CFST) column has the advantages of high bearing capacity, high stiffness, and good ductility, while reinforced concrete (RC) structure systems are familiar to engineers.
Zhenbao Li, Yashuang Liu, Hua Ma, Qianqian Wang, Zhenyun Tang   +4 more
doaj   +1 more source

Behaviour of semi-rigid composite connections for steel framed buildings [PDF]

, 2009
During propped construction the steel-concrete composite action resists dead as well as imposed loads. Conversely, the steel section alone resists the floor self-weight in unpropped beams.
Muniasamy, D.
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FLEXIBLE BEAM-COLUMN JOINTS [PDF]

, 2020
Engineering students learn to analyze beams with fixed or pinned ends. A fixed end transmits moment but does not allow rotation of the end. A pinned end allows rotation but does not transmit any moment.
P E, Richard A Hirsch
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Frame behaviour with semi-rigid connections. [PDF]

, 1989
In this thesis both analytical and design studies have been conducted on the behaviour of fully and semi-rigidly connected multistorey steel frames.
Chikho, A.H., Chikho, Abdul Hakim
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Behaviour of hybrid stainless-carbon steel composite beam-column joints with blind bolts [PDF]

, 2016
Composite structures can be constructed by the combined use of different materials including stainless steel, carbon steel and concrete. For example, concrete-filled stainless steel tubes (CFSS1) can be used as columns to improve the durability of ...
Han, Lin-Hai, Tao, Zhong (R12091), Hassan, Md. Kamrul (R18673), Song, Tian-Yi (R17298)   +3 more
core  

Experimental behaviour of standardised European end plate beam-to-column stel joints under arbitrary cyclic loading [PDF]

, 2006
This work presents the results of the study of the six experimental tests of standardised end-plate beam-to-column steel joints under arbitrary cyclic loading. The experimental programme is divided into two groups, varying the column section size.
Simões, Rui, Bento, Rita, Nogueiro, Pedro, Silva, Luís Simões   +3 more
core   +1 more source

Nonlinear performance of extended stiffened end plate bolted beam-to-column joints subjected to column removal [PDF]

, 2017
This paper presents a numerical study on the behavior of extended stiffened end plate bolted beam-to-column joints subjected to sudden column removal. To this aim, finite element analyses, validated against experimental tests available from literature ...
Roberto Tartaglia, D'aniello, Mario, Mario D’Aniello, Tartaglia, Roberto   +3 more
core   +1 more source

Numerical Study and Design Method of Irregular Steel Beam-to-CFST Column Joints with Inclined Internal Diaphragms

Buildings
With the increasing functional and geometric complexity of modern steel buildings, irregular beam-to-column joints are becoming increasingly common in engineering practice, while their seismic performance and force transfer mechanisms remain ...
Peng Li, Jialiang Jin, Yue Sheng, Wei Wang, Weifeng Jiao, Tingting Gou   +5 more
doaj   +1 more source

Mechanical Characterisation of GFRP Frame and Beam-to-Column Joints Including Steel Plate Fastened Connections. [PDF]

Materials (Basel), 2022
Ferrara G, Helson O, Michel L, Ferrier E.   +3 more
europepmc   +1 more source