Results 11 to 20 of about 226,009 (332)
This paper introduces a novel type of prefabricated semi-rigid concrete beam–column joint, aiming to examine its load-carrying capacity and seismic performance in comparison with a traditional cast-in-place joint.
Yong Xiao, Min Yu, Wei Liu
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Study on Semi-Rigid Joint Performance and Stability Bearing Capacity of Disc-Type Steel Pipe Support [PDF]
The current lack of standardized calculation methods for disc-buckle-type steel pipe supports, coupled with unsafe calculation length coefficients, has resulted in frequent safety incidents leading to severe casualties and economic losses. In this paper,
Fankui Zeng +3 more
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Displacement response of partially precast fly ash polymer concrete on the RC column-pilecap semi-rigid joint connection subjected to cyclic loading [PDF]
This study introduces a novel approach to enhancing seismic resilience through the displacement response of partially precast vinyl ester polymer concrete (VEPC) in semi-rigid column-pile cap joint connections under cyclic loading.
Taufiq Rochman +3 more
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Behaviour of Timber Lattice Beams With Semi-Rigid Joints: Analytical and Experimental Study [PDF]
The behaviour of standardized lattice timberbeams in bending with semi-rigid joints is studied.Various measurement techniques are used in theexperiments to measure the displacements androtations of the glued and/or nailed joints. Theexperimental results,
Eric FOURNELY +2 more
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Nonlinear seismic analysis of steel frame with semi-rigid joints
The nonlinear seismic analysis of steel frame without diagonals is presented in the paper. The real behaviour of semi-rigid joints is taken into account through prior numerical simulation of the selected type of joint.
Paulina Krolo +2 more
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Assessment of stresses in reinforcement in the area of joints in composite steel-concrete slabs [PDF]
The article draws attention to certain aspects of calculating the width of cracks and stresses in composite elements under bending, in which the slab is located in the tension zone.
Marcin Niedośpiał
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Post Buckling Behavior of Prismatic Structural Steel Members with Semi Rigid Connections [PDF]
In most designs of steel frames,beam-column connections are assumed either perfectly pinned or fully rigid. This assumption results in an incorrect estimation of the structural behavior of these frames.
Amer M. Ibrahim, Murtada A. Ismael
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Dynamic properties and time response of frameworks with semi-rigid and eccentric connections [PDF]
The paper is considering effects of the semi-rigid and eccentric joint connections of framework structures upon its dynamic properties and the time response due to an earthquake action.
Gopčević Špiro +2 more
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In civil engineering, the joints of structures are complex, and their damage is generally hard to be detected. Due to the insensitivity of structural modal information to local joint damage, this paper presents a method based on additional virtual mass ...
Xinhao An +4 more
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Background The application of ankle braces is an effective method for the prevention of recurrent ankle sprains. It has been proposed that the reduction of injury rates is based on the mechanical stiffness of the brace and on beneficial effects on ...
Patrick Fuerst +3 more
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