Results 1 to 10 of about 61,027 (194)
Cold formed steel semi rigid joints [PDF]
This article presents a theoretical and numerical study of an innovative joint using cold-formed steel sections. The motivation for the study of this connection is the ease of manufacturing and assembly that it provides.
Adriano Toledo Silva +4 more
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Damage Identification of Semi-Rigid Joints in Frame Structures Based on Additional Virtual Mass Method [PDF]
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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DEFORMATION INDETERMINACY IN GLOBAL ANALYSIS OF STEEL STRUCTURES WITH SEMI-RIGID JOINTS
This paper shows the procedure for determination of deformation indeterminacy within global analysis of steel constructions with semi-rigid joints, as well as the analysis of deformation indeterminacy within the approximate deformation method.
Srđan Živković +3 more
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Stability design of structures with semi-rigid connections [PDF]
The paper points out to the differences of the First order theory and Second order theory and of the significance in practical calculations. The paper presents theoretical foundations and expressions of calculations of impacts on the stability of ...
Igić Tomislav +4 more
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In this paper, a simple and effective numerical approach is presented on the basis of the Member Discrete Element Method (MDEM) to investigate static and dynamic responses of steel frames with semi-rigid joints.
Jihong Ye, Lingling Xu
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Influence of the semi‐rigid bolted steel joints on the frame behaviour
This research work describes the analysis of steel semi rigid joints that are subjected to bending and tension or compression. The main attention is focussed on the beam‐to‐beam and plate bolted joints. Usually influence of axial force is neglected.
Alfonsas Daniūnas, Kęstutis Urbonas
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Equilibrium and stability of beams with elastoplastic semi-rigid joints [PDF]
The classical theory of beams admits two types of connections between structural elements: perfectly rigid and perfectly flexible. However, the engineering reality calls for a more general approach to joint modelling.
Grzegorz Dzierżanowski
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This article presents a study of the wind-resistance and seismic behavior of steel frame elevator structures with square hollow section (SHS) members. The study was conducted by numerical analysis, it begins by examining the semi-rigid performance of SHS
Bi-Da Zhao +8 more
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Reliability assessment of frame steel considering semi-rigid connections [PDF]
Initial stiffness and moment resistance are two parameters that formed the hardness of the connection between columns and beams. This problem has been studied based on empirical of many authors in the world.
Ha T, NGUYEN
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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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