Results 221 to 230 of about 2,773,076 (310)
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Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings

, 2021
In this paper, three steel beam-column connections (welded flange-bolted web (WFB) connection, welded flange plate (WFP) connection and reduced beam section (RBS) connection) were experimentally examined under impact loadings. The impact tests using drop-
Haitao Wang   +4 more
semanticscholar   +1 more source

Effect of different RC slab widths on the behavior of reinforced concrete column and steel beam-slab subassemblies

, 2021
In this paper, a total of three reinforced concrete column-steel beam (RCS) subassemblies with different RC slab widths following the strong column-weak beam criterion were tested under the reversed cyclic to investigate the influence of the RC slab on ...
J. Men   +3 more
semanticscholar   +1 more source

Hysteretic behavior of CFST column-steel beam bolted joints with external reinforcing diaphragm

, 2021
In this study, three concrete-filled steel tubular (CFST) column-steel beam bolted joints with external reinforcing diaphragm were tested under cyclic loading using 1/2 scaled specimens, and the influence law of steel beam size and tie plate of high ...
F. Ding   +9 more
semanticscholar   +1 more source

Seismic performance of 3-D steel beam to concrete-encased CFST column joints: Tests

, 2021
Experimental investigations were conducted on the performance of steel beam to concrete-encased concrete-filled steel tubular (CFST) joints with reinforced concrete (RC) slab under seismic loading. A total of 12 interior joints, including six planar ones
Wei Li, Li-Feng Xu, Wei-Wu Qian
semanticscholar   +1 more source

Behavior of Prestressed Steel Beams

Journal of Structural Engineering, 2010
This paper reports on the behavior of simply supported (I-shaped cross section) steel beams prestressed by tendons. It is well known that this typology of beams has successfully been used mainly in the past. Prestressed steel beams are lighter than traditional ones that have the same length and vertical load capacity; this aspect could make them ...
BELLETTI, Beatrice, Gasperi A.
openaire   +2 more sources

Seismic performance of concrete-encased CFST column to steel beam joints with different connection details

Engineering structures, 2020
The concrete-encased concrete-filled steel tubular (CFST) columns are usually connected to steel beams in structures. In this study, a total of nine different connection details are proposed for the steel beam to concrete-encased CFST column composite ...
Wei Li, Li-Feng Xu, Wei-Wu Qian
semanticscholar   +1 more source

Development and testing of hybrid precast steel-reinforced concrete column-to- H shape steel beam connections under cyclic loading

Engineering structures, 2020
This paper proposes a steel-reinforced concrete column-steel beam composite joint (MPCJ) suitable for modular prefabricated building construction and investigates its seismic performance.
Chenglong Wu   +3 more
semanticscholar   +1 more source

Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener

Journal of Structural Engineering, 2019
This paper presents an experimental investigation of the shear behavior of steel beam-to-column connections with unequal depth of outer annular stiffener.
Ben Mou, Yongtao Bai, Bai Yongtao
exaly   +2 more sources

Development of a Steel Beam Hauling System for Automatic Steel Beam Assembly

Computing in Civil and Building Engineering (2014), 2014
During the assembly process of steel beams, the laborers must stand on narrow steel beams to assemble structures. Locating and bolting are two main steps in the steel beam assembly process. In the locating step, laborers haul and position the steel beam in the target position. In the bolting step, laborers assemble the steel beam with bolts.
Ci-Jyun Liang, Shih-Chung Kang
openaire   +1 more source

Experimental investigation on corroded cold-formed steel beam-columns under compression and major axis bending

Journal of constructional steel research, 2020
This paper presents the results of the experimental and finite element study that was performed to analyze the buckling behavior of corroded cold-formed steel beam-columns.
Biao Nie   +3 more
semanticscholar   +1 more source

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