Results 11 to 20 of about 269,077 (291)

A Design Method for Semi-Rigid Steel Frame via Pre-Established Performance-Based Connection Database

open access: yesBuildings, 2022
With decades of research, semi-rigid beam-to-column connections have been widely accepted. However, most studies have been restricted to the local connection level, leaving system-oriented analysis and design methods with a meager investigation, which ...
Tulong Yin   +5 more
doaj   +1 more source

Dynamic Analysis of a Large Deployable Space Truss Structure Considering Semi-Rigid Joints

open access: yesAerospace, 2023
Joints are widely used in large deployable structures but show semi-rigidity due to performance degradation and some nonlinear factors affecting the structure’s dynamic characteristics.
Huaibo Yao   +4 more
doaj   +1 more source

Free vibration analysis of semi-rigid frames with elastic rotational restraints and inhomogeneous members [PDF]

open access: yesمجله مدل سازی در مهندسی, 2019
The present research deals with the free vibration analysis of functionally graded (FG) frames with semi-rigid connection and elastic supports. Flexibility of elastic supports and semi-rigid connection are modeled with linear rotational springs. Moreover,
mohsen bambaeechee   +1 more
doaj   +1 more source

Matrix formulation of dynamic design of structures with semi-rigid connections [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2011
The structures with semi-rigid connections comprise systems with the connections in joints which are not absolutely rigid, but allow, in general, some relative movements in directions of generalized displacements.
Zlatkov Dragan   +3 more
doaj   +1 more source

Redistribution of the influences in systems with semi-rigid joints on elastic foundations [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2010
Most often, in the case of typefied prefabricated systems, foundations are designed and constructed as prefabricated elements as well. When the structure is exposed to high intensity loading and founded on a weak soil, beam foundations are often used ...
Zlatkov Dragan   +4 more
doaj   +1 more source

Structural performance of semi-rigid composite frame under column loss [PDF]

open access: yes, 2015
The catenary action associated with significant second order effects plays an important role in resisting additional loads when structural column is destroyed under unexpected loads.
Fu, F., Gao, S., Guo, L.
core   +1 more source

Rotational stiffness determination of the semi-rigid timber-steel connection

open access: yesJournal of Civil Engineering and Management, 2017
In this research, the component method implementation for determination of the rotational stiffness of timber-steel connection is shown. Component method is one of the most commonly used methods for determination of the bending moment-rotation relation ...
Tomas Gečys, Alfonsas Daniūnas
doaj   +1 more source

Nonlinear Analysis of Rotational Springs to Model Semi-Rigid Frames

open access: yesEntropy, 2022
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The unions are modelled using rotational rather than linear springs.
César Antonio Rodríguez González   +3 more
doaj   +1 more source

Optimization of frames with semi-rigid connections [PDF]

open access: yesComputers & Structures, 1996
This work describes a computer-based method for the optimum design of steel frameworks accounting for the behaviour of semi-rigid connections. The procedure explicitly accounts for both connections and members by taking connection stiffnesses and member sizes as continuous-valued and discrete-valued design variables, respectively.
openaire   +3 more sources

Dynamic interfacial trapping of flexural waves in structured plates [PDF]

open access: yes, 2016
The paper presents new results on the localization and transmission of flexural waves in a structured plate containing a semi-infinite two-dimensional array of rigid pins.
Abramowitz M   +6 more
core   +1 more source

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