2012国际结构稳定与动力学进展会议论文集

出版时间：2012-4  出版社：东南大学出版社  作者：王建明  页数：198  

内容概要

　　《2012国际结构稳定与动力学进展会议论文集》的宗旨是探讨和分享研究及工程应用领域中关于钢结构、铝结构和钢-混凝土组合结构在分析、性能、设计和施工方面的新进展。

书籍目录

MODIFIED COUPLE STRESS THEORIES OF FUNCTIONALLY GRADED BEAMS AND
PLATES
SOME CONCEPTUAL ISSUES IN THE MODELLING OF CRACKED BEAMS FOR
LATERAL-TORSIONAL BUCKLING ANALYSIS
ON THE MECHANICS OF ANGLE COLUMN INSTABILITY
FINITE ELEMENT METHOD TO DETERMINE CRITICAL WEIGHT OF FLEXIBLE PIPE
CONVEYING FLUID SUKIECTED TO END MOMENTS
INSTABILITY OF VARIABLE-ARC-LENGTH ELASTICA SUBJECTED TO END
MOMENT
DYNAMICS OF A DUFFING-VAN DER POL OSCILLATOR WITH TIME DELAYED
POSITION FEEDBACK
NONLINEAR VIBRATION OF FUNCTIONALLY GRADED PIEZOELECIRIC
ACTUACIORS
ANTI-SEISMIC RELIABILITY ANALYSIS OF CONTINUOUS RIGID-FRAME BRIDGE
BASED ON ANSYS
FRACTURE MECHANICS ANALYSIS OF STEEL CONNECTIONS UNDER COMBINED
ACTIONS
SECOND-ORDER ANALYSIS FOR LONG SPAN STEEL STRURE PROTECTING A
HERITAGE BUILDING
BUCKLING BEHAVIOUR OF CONITNUOUS BEAMS AND FRAME SURIECIED TO PATCH
LOADING
FREE VIBRATION AND BUCKLING CHARACTERISTICS OF COMPOSITE PANELS
HAVING ANISOTROPIC DAMAGE IN A SINGLE LAYER
DYNAMIC STABILITY OF PIEZOELECTRIC BRAIDED COMPOSITE PLATES
REDUCING HYDROELASTIC RESPONSE OF VERY LARGE FLOATING STRUCTURE
USING FLEXIBLE LINE CONNECTOR AND GILL CELLS
ASSESSMENT OF SHELL AND MEMBRANE MODELS FOR PREDICTING WRINKLING
PHENOMENON IN ANNULAR GRAPHENE UNDER IN-PLANE SHEAR
NONDESIRUCTIVE METHOD FOR PREDICFING BUCKLING LOADS OF ELASTIC
SPHERICAL SHELLS
MOLECULAR DYNAMICS SIMULATION RESULTS FOR BUCKLING OF DOUBLE-WALLED
CARBON NANOTUBES WITH SMALL ASPECT RATIOS
ENERGY ARPTION OF CARBON NANOTUBE SUBJECTED TO IMPACT LOADS
INVESTIGATION ON EFFICIENCY OF WATER TRANSPORT THROUGH
SINGLE-WALLED CARBON NANOTUBES
ON THE APPLICABILITY OF HILBERT-HUANG TRANSFORM FOR ANALYSIS OF A
TWO-MEMBER TRUSS IN VIBRATION
DYNAMIC ANALYSIS BY KRIGING-BASED FINITE ELEMENT METHODS
ON MODE ORTHOGONALITY OF COMPLEX STRUCTURES
A BROAD FREQUENCY VIBRATION ANALYSIS OF BUILT-UP STRUCTURES WITH
MODAL UNCERTAINTIES
ESTIMATION OF DYNAMIC RESPONSE OF STRUCTURAL ELEMENTS SUBJECT TO
BLAST AND IMPACT ACTIONS USING A SIMPLE UNIFIED APPRAOCH
INDEX OF CONTRIBUTORS