Results 191 to 200 of about 367,641 (251)

Nonlinear Static and Dynamic Analysis of Plates

Journal of Engineering Mechanics, 1985
An efficient element for static and dynamic analysis of plates including geometric effects is presented. A formulation of the “heterosis element” presented by Hughes and Cohen for linear static analysis of Mindlin plates is given. This formulation is then extended to include large displacement effects using Von‐Karman assumptions and updated Lagrangian
Ren‐Jye Yang, M. Asghar Bhatti
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Nonlinear Static Analysis Method

2021
This chapter presents the nonlinear static methods of analyses for seismic design of structures considered by Eurocode 8. The first method is the nonlinear pushover procedure, which is based on the N2 method. The second method is the classical nonlinear time history analysis.
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Nonlinear Static Analysis of a Railway Bridge

2020
One of the facilities which are crucial for each nation’s infrastructure are bridges. Therefore, it is necessary to take into account the effects of earthquakes when designing bridge structures. Static nonlinear methods (e.g. pushover method) are very useful for the first preliminary check of the structure.
Aljoša Skočajić, Naida Ademović
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Static Nonlinear Analysis In Concrete Structures

AIP Conference Proceedings, 2008
Push‐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, Adolfo Santini, Nicola Moraci   +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), 2016
In 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, Zhao Zhang, Bing Li 0015, Hailin Huang, Shuang Liu   +4 more
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Nonlinear static analysis of cable-stayed bridge

2010 International Conference on Mechanic Automation and Control Engineering, 2010
To 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, null Liu Wei-chun, null Bai Jun-feng, null Chen Jian-hua   +3 more
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Dynamic and Nonlinear Static Analysis

2018
Chapter 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 and dynamic analysis of shells of revolution

Mechanics Research Communications, 2010
zbMATH 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, 2010
In 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, 2011
This 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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