Results 21 to 30 of about 12,887 (298)
Journal of Civil Engineering and Management, 2015 Nowadays, cold-formed constructions are being used more frequently on construction sites because of the good strength-to-cost ratio. However, insufficient studies are published examining the properties of these constructions.
Žilvinas Bučmys, Alfonsas Daniūnas
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Advances in Civil Engineering, 2022 This work deals with the multiobjective optimization of rheolohical parameters on a novel designed flexible joints using shear thickening fluid dampers (STFD) on steel structures.
Ruby Freya, R. Senthil
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Engineering Structures and Technologies, 2013 Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembled on construction site and capable to handle bending moments, axial and shear forces.
Tomas Gečys +3 more
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Analysis of second-order effects evaluation of steel frames behaviour
Engineering Structures and Technologies, 2020 The evaluation of second-order effects of steel framed structures can provide different analysis results than using linear analysis methods. In various structural engineering literature were distinguished different methods of analysis: taking or without ...
Raminta Venslavavičiūtė +2 more
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Analysis of the Behaviour of Semi Rigid Steel End Plate Connections
MATEC Web of Conferences, 2018 The analysis of steel-framed building structures with full strength beam to column joints is quite standard nowadays. Buildings utilizing such framing systems are widely used in design practice.
Bahaz A. +3 more
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Buildings, 2022 Steel plate shear walls usually do not satisfy the strong-column weak-beam design criteria, leading to larger column sections. On the other hand, rigid frame structures are typically constructed in low-rise to mid-rise buildings built in locations prone ...
Arsalan Majlesi +5 more
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Bending torsion in Γ-shaped rigid and warping hinge joints
Magazine of Civil Engineering, 2020 This paper investigates the effect of bending torsion which is the cross-sectional warping of thin-walled rods at plane frame joints in the framework of the “semi-shear” theory of V.I. Slivker.
Vladimir Rybakov +2 more
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Research on Whole-Process Tensile Behavior of Headed Studs in Steel–Concrete Composite Structures
International Journal of Concrete Structures and Materials, 2021 The headed studs have been widely applied in steel–concrete composite structures as shear connectors. However, the tensile performance of headed studs is also key to the structural performance in many cases such as the semi-rigid composite joints ...
Liang-Dong Zhuang +3 more
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Effects of the semi-rigidity coefficients on numerical analysis results in chair side frame joints
Turkish Journal of ForestryIn this study, it is aimed to determine the semi-rigidity coefficients related to joints of chair side frame and to use them numerical analyses with finite element method (FEM).
Tolga Kuşkun +2 more
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Semi-Active Friction Damping of Large Space Truss Structures
Shock and Vibration, 2004 The present approach for vibration suppression of flexible structures is based on friction damping in semi-active joints. At optimal locations conventional rigid connections of a large truss structure are replaced by semi-active friction joints.
L. Gaul, H. Albrecht, J. Wirnitzer
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