Results 251 to 260 of about 200,895 (293)

Moment–Rotation Response for Semi-rigid Connections

2018
In this paper, mathematical models available for eight commonly used beam-to-column connections like single-web angle, double-web angle, top and seat angle with and without web angles, extended end-plate, flushed end-plate, and header plate connections are studied from literature.
Venkatesh Patnana, A. Y. Vyavahare, Laxmikant M. Gupta   +2 more
openaire   +1 more source

Semi-rigid connection modeling for steel frameworks

Structural Engineering and Mechanics, 2010
This article provides a discussion of the mathematic modeling of connections for designing and qualifying structures, systems, and components subject to monotonic or cyclic loading. To characterize the force-deformation behavior of connections under monotonic loading, a review of the Ramberg-Osgood, Richard-Abbott, and Menegotto-Pinto models is ...
openaire   +1 more source

Vibration analysis of frames with semi-rigid connections

Computers & Structures, 1984
Summary: Semi-rigid connections between members of frame structures are idealized as rotational and linear springs and the physical model representing each individual member is assumed to consist of a flexible beam with springs and dashpots attached at both ends.
Kawashima, Sukeo, Fujimoto, T.
openaire   +2 more sources

Analysis of Building Frames with Semi-Rigid Connections

Transactions of the American Society of Civil Engineers, 1942
Methods applicable to the analysis of building frames with semi-rigid riveted or welded connections between the beams and columns are presented in this paper.
Bruce Johnston, Edward H. Mount
openaire   +1 more source

Semi-rigid Steelwork Connections

This thesis sets out to assess the stiffness of typical fin plate steelwork connections. The classification of joints as pinned, semi-rigid or fixed is described and the different models of moment-rotation relationship are explained. Eurocode treatment of steelwork connections is assessed with particular emphasis on joint stiffness.
openaire   +1 more source

Timber-Concrete Composite Structures with Semi-Rigid Connections

Key Engineering Materials, 2016
This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber ...
Petr Kuklík, Anna Kuklíková, Anna Gregorová   +2 more
openaire   +1 more source

Review and Classification of Semi-Rigid Connections

2000
Most design engineers assume the behavior of their building connections either as perfectly pinned or as completely fixed elements. This simplification results in an inaccurate prediction of frame behavior. Full-scale experiments are generally necessary to describe actual behavior of these connections.
openaire   +1 more source

Behavior of semi-rigid connections and semi-rigid frames

The Structural Design of Tall and Special Buildings, 2012
Amir Saedi Daryan, Mohammadreza Sadri, Hamid Saberi, Vahid Saberi, Ahmad Baleh Moghadas   +4 more
openaire   +1 more source

Effective Length of Columns with Semi-Rigid Connections

Engineering Journal, 1976
The effective length of a column depends on the boundary conditions at the ends of its unbraced length. In a framed structure, the boundary conditions depend on the stiffness of the beams framed to the column. Design guides available for determining the effective length are provided for cases where beams are rigidly framed to the column and have their ...
openaire   +1 more source

Semi-Rigid Connections Analysis in Plane Frames

Civil-Comp Proceedings, 2009
G.A. Romanholo, R. Bertolino Jr., R.O. Rodrigues   +2 more
openaire   +1 more source