Preface and Conference Organization
A Method of Multi-Failure Models Based on Response Surfaces Method-High Dimensional Model Representation on Structural Reliability Analysis
p.3
p.3
A Symplectic Method for Dynamic Response of Structures
p.7
p.7
Analysis of the Mechanical Properties of TC4-6061 Composite Plate Based on Classical Laminate Theory
p.12
p.12
Analysis on Segment Floating in the Construction of Large-Diameter Crossing-River Shield Tunnel
p.17
p.17
Damage Identification of Plane Truss Structure According to Square Difference in Elemental Modal Strain
p.22
p.22
Existing Frame Structure Seismic Capability Based on the Theory of the Reliability Analysis Method for Basic Research
p.28
p.28
Failure Mode and Experimental Method Research for Bond-Slip of Cold-Formed Thin-Walled Steel and Foam Concrete Composite Member
p.33
p.33
Features of Quality Control of Free of Cement Binder of Non-Hydration Type
p.39
p.39
A Symplectic Method for Dynamic Response of Structures
Abstract:
A modified Hamilton’s principle corresponding to initial value problems of dynamics is presented. Based on this principle and combined with Lagrange interpolation method, a symplectic method is constructed. The evaluations of the stability and accuracy of the proposed method are also given in this paper. With some numerical examples introduced, the proposed method is performing well and is a powerful tool for practical dynamic analyses.
You might also be interested in these eBooks
Info:
Periodical:
Applied Mechanics and Materials (Volume 724)
Pages:
7-11
Citation:
Online since:
January 2015
Authors:
Price:
Сopyright:
© 2015 Trans Tech Publications Ltd. All Rights Reserved
Share:
Citation: