Applied Sciences, 2017 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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Guidelines for the design of braced frames with semi-rigid connections [PDF]
Journal of Constructional Steel Research, 1990 Abstract This paper describes the mode of application of the two usual design philosophies-elastic and plastic-to braced frames with semi-rigid connections. The attention of the designer is particularly drawn to the influence of the second-order effects on the frame stability.
Jaspart, Jean-Pierre, Maquoi, René
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An Investigation for Semi-Rigid Frames by Different Connection Models [PDF]
Mathematical and Computational Applications, 2005 A review is made of the development of models used to examine the dynamic response of semi-rigid frames. The connection flexibility is modeled by linear elastic rotational springs. The reducing coefficients and the lateral rigidity values are determined by using a computer program. Response characteristics of frames are compared with reference to their
Öztürk, Ali Uǧur, Seçer, Mutlu
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Modelling of semi-rigid connections: column bases
, 1996 Jaspart, Jean-Pierre, Vandegans, D.
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Nonlinear static analysis of steel frames with semi rigid beam to column connections using cruciform element [PDF]
Journal of Structural and Construction Engineering, 2017 In the steel frames, beam-column connections are traditionally assumed to be rigid or pinned, but in the steel frames, most types of beam-column connections are semi-rigid.
Vahid Reza Afkhami +1 more
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Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code [PDF]
, 2019 The current paper aims at investigating the dynamic response of rigid and semi-rigid connections of steel structures built in high seismic areas. A nonlinear dynamic analysis model, which is an extension to the simplified and direct mechanical model used
Al-Jabri +38 more
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Post Buckling Behavior of Prismatic Structural Steel Members with Semi Rigid Connections [PDF]
Engineering and Technology Journal, 2016 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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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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Modelling of timber joints in traditional structures [PDF]
, 2006 Original unstrengthened timber connections and the effects of different strengthening techniques have been evaluated experimentally with tests on full-scale birdsmouth joints.
Branco, J. +3 more
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Analysis of supported steel frames with rigid and semi-rigid connections
Građevinar, 2017 The use of a bracing system for controlling lateral displacement of frames, especially in case of semi-rigid connections, is analysed in the paper. The results indicate that various effects on the stiffness and ductility parameters of structures can be ...
Hossein Khosravi +2 more
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