Results 231 to 240 of about 2,773,076 (310)
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Metal magnetic memory inspection of Q345B steel beam in four point bending fatigue test
, 2020The metal magnetic memory (MMM) method is a nondestructive testing method to inspect the early damage of steel structures. A four-point bending fatigue beam was inspected by this method during the whole fatigue life. The self-magnetic-leakage field (SMLF)
Xuran Zhao +3 more
semanticscholar +1 more source
Cyclic Lateral Load Test for RC Column–Steel Beam Joints with Simplified Connection Details
Journal of Structural Engineering, 2019Existing experimental results show that carefully designed RC column-to-steel beam (RCS) joints have high seismic resistance comparable to those of traditional steel or RC frames with seism...
Hong-Gun Park +2 more
exaly +2 more sources
Steel Research International
This article undertakes the tested and theoretical investigations on the flexural behaviors of high‐performance steel (HPS) beams subjected to local corrosion in pure bending zone.
Huang Tang +9 more
semanticscholar +1 more source
This article undertakes the tested and theoretical investigations on the flexural behaviors of high‐performance steel (HPS) beams subjected to local corrosion in pure bending zone.
Huang Tang +9 more
semanticscholar +1 more source
, 2020
Concrete encased CFST (CECFST) column is a composite member consisted of outer encased concrete and inner CFST. Currently, a cast-in-place connection between a CECFST column and a reinforcement concrete beam is generally employed in engineering practice ...
Wanqian Wang +4 more
semanticscholar +1 more source
Concrete encased CFST (CECFST) column is a composite member consisted of outer encased concrete and inner CFST. Currently, a cast-in-place connection between a CECFST column and a reinforcement concrete beam is generally employed in engineering practice ...
Wanqian Wang +4 more
semanticscholar +1 more source
, 2020
As one of the key parts of a frame structure, joints are usually subjected to large shear forces under seismic loads. The calculation of joint shear capacity is an essential step in seismic design.
Liusheng Chu +4 more
semanticscholar +1 more source
As one of the key parts of a frame structure, joints are usually subjected to large shear forces under seismic loads. The calculation of joint shear capacity is an essential step in seismic design.
Liusheng Chu +4 more
semanticscholar +1 more source
Engineering structures, 2019
Prefabricated steel structure is widely used as a kind of green building structure with life cycle significance. As the key link in steel structure design, the beam-column joint design has been deeply studied. Based on this, the paper proposes earthquake-
Zhang Ailin +4 more
semanticscholar +1 more source
Prefabricated steel structure is widely used as a kind of green building structure with life cycle significance. As the key link in steel structure design, the beam-column joint design has been deeply studied. Based on this, the paper proposes earthquake-
Zhang Ailin +4 more
semanticscholar +1 more source
Web-post buckling of bolted castellated steel beam with octagonal web openings
, 2020This paper presented numerical investigations on the behavior of a Bolted Castellated Steel Beam (BCSB) with octagonal web openings. Instead of welding the upper and the lower Tee-sections of a Castellated Steel Beam (CSB) together in the factory, they ...
Mei Liu +4 more
semanticscholar +1 more source
Design of steel beams and beam columns
Engineering Structures, 1997Beams and beam columns are very important elements in steel structures. In this paper an introduction to the methods of mathematical solutions, to the typical behaviour of these elements and to the design methods used in Eurocode 3 and DIN 18 800 part 2 are given.
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Energy Dissipation in Determinate Steel Beams
Journal of Structural Engineering, 1992The aim of this study is to predict the amount of energy dissipated in a statically determinate steel beam due to material hysteresis. The case considered is that of a simply supported beam with a centrally applied point load. For any given central‐deflection limit history, an analysis is made to determine the load‐deformation response.
Helen M. Goldsworthy, Len K. Stevens
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Vibrations of Steel-Concrete Composite Beams
Journal of Vibration and Control, 2000This paper is an experimental analytical investigation on the dynamic behavior of steel-concrete composite beams subject to small vibrations. A one-dimensional model of a composite beam is presented, where the elements connecting the steel beam and the reinforced concrete slab are described by means of a strain energy density function defined ...
BISCONTIN G +2 more
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