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Static Nonlinear Analysis In Concrete Structures
AIP Conference Proceedings, 2008Push‐over analysis is a simple and applied approach which can be used for estimation of demand responses influenced by earthquake stimulations. The analysis is non‐linear static analysis of the structure affected under increasing lateral loads and specifying the displacement—load diagram or structure capacity curve, draw the curve the base shear values
Ali Hemmati +2 more
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Nonlinear static analysis of cable net for deployable antennas
2016 IEEE International Conference on Real-time Computing and Robotics (RCAR), 2016In this paper, a novel deployable cable net antenna supporting mechanism is presented and the detailed nonlinear static mechanic performance of the proposed mechanism is analyzed. By observing that the static structure of cable net system is easily influenced by the randomly external force in the actual space environment, the finite element static ...
Xiaozhi Qi +4 more
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Dynamic and Nonlinear Static Analysis
2018Chapter four focused on demonstration the basics of structural dynamic and explain the fundamental process to determine structural seismic response. In order to have a clear comprehending of the highlighted concepts within this book, it is tried to present the application of theories and calculation processes in a real buildings in all sections ...
Farzad Hejazi, Keyhan Karimzadeh
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Nonlinear static analysis of cable-stayed bridge
2010 International Conference on Mechanic Automation and Control Engineering, 2010To the middling span cable-stayed bridge with single tower, it is very outstanding for material nonlinearity which caused by nonlinear properties of the material. So we must calculate the effects of the material nonlinearity which caused by nonlinear properties of the material when we calculate the geometry nonlinear effects to many middling span cable-
null Ju Yan-zhong +3 more
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Nonlinear static and dynamic analysis of shells of revolution
Mechanics Research Communications, 2010zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Polat, Cengiz, Calayir, Yusuf
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Nonlinear Static Analysis of Structures with Rocking Columns
Journal of Structural Engineering, 2010In simple inelastic structures subjected to severe base motions, the maximum acceleration response is bound by the yield strength and is inversely proportional to its mass. It can be demonstrated that a similar effect is approximately produced in structures with multidegrees of freedom.
Hwasung Roh, Andrei M. Reinhorn
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Nonlinear static and dynamic analysis of cable structures
Finite Elements in Analysis and Design, 2011This paper presents a catenary cable element for the nonlinear analysis of cable structures subjected to static and dynamic loadings. The element stiffness matrix and element nodal forces, which account for self-weight and pretension effects, are derived based on exact analytical expressions of elastic catenary.
Huu-Tai Thai, Seung-Eock Kim
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On the static analysis of nonlinear feedback loops
Mathematical Biosciences, 1986This paper deals with the stationary states, or operating points, of simple feedback loops consisting of an arbitrary number of nonlinear subsystems. It is assumed that (1) the static input-output relationship of each subsystem is known; (2) little or nothing is known about their dynamics.
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Efficient nonlinear static aeroelastic wing analysis
Computers & Fluids, 1999zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Newman, J. C. III +3 more
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2001
In the general case of thin-walled structures, we can have both large displacements and large strains. This renders the governing equations highly nonlinear and therefore they can only be solved using computational methods. Furthermore, because of the complicated load history dependence, this suggests a time or load incremental solution.
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In the general case of thin-walled structures, we can have both large displacements and large strains. This renders the governing equations highly nonlinear and therefore they can only be solved using computational methods. Furthermore, because of the complicated load history dependence, this suggests a time or load incremental solution.
openaire +1 more source