2012國(guó)際結(jié)構(gòu)穩(wěn)定與動(dòng)力學(xué)進(jìn)展會(huì)議論文集（Proceedings of the IJSSD Symposium 2012 on Progress in Structural Stability and Dynamics）

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