Modelling and computation in engineering : proceedings of the International Conference on Modelling and Computation in Engineering, CMCE 2010, Hong Kong, 6-7 November 2010

Modelling And Computation In Engineering......Page 0
Modelling and Computation in Engineering......Page 2
Table of Contents......Page 5
Preface......Page 7
1 INTRODUCTION......Page 9
3.2 Dynamic simulation of construction scheme......Page 10
4.1.3 Ground subsidence......Page 11
4.2.2 Stress of support structure......Page 12
REFERENCES......Page 13
3 MECHNANICAL PROPERTY OF BVP......Page 15
5.2 Model establishment and related parameters......Page 16
5.4 Elasto-plastic time history and IDA analysis......Page 17
6 CONCLUSIONS......Page 19
REFERENCES......Page 20
1 INTRODUCTION......Page 21
4 EFFECTIVE RELAXATION MODULIOF CRMAC......Page 22
5 COMPARISONS BETWEEN PREDICTEDAND MEASURED RESULTS......Page 23
6 SUMMARY AND CONCLUSIONS......Page 24
REFERENCES......Page 25
3 COMPUTATIONAL PROCEDURE......Page 27
5 FORWARD SWEPT ROTOR......Page 28
REFERENCES......Page 29
2.2 Measuring-point arrangement and testingmethods......Page 31
3.2 Test results......Page 32
4.1 Overall model of wind turbine system......Page 33
5 CONCLUSIONS......Page 34
REFERENCES......Page 35
2 ESTABLISHMENT OF MAP INDEX......Page 37
4.2 Radius of search circle......Page 38
6 CONCLUSIONS......Page 39
REFERENCES......Page 40
2 EXPERIMENT DESCRIPTION......Page 41
3 EXPERIMENT RESULTS......Page 43
4 COMPARISONS OF MODEL EXPERIMENTRESULTS WITH THEORETICAL ONES......Page 44
REFERENCES......Page 45
2.1 Intelligent agent (MichaelWooldridge 2003)......Page 47
3.1 Composition structure of the system......Page 48
3.2 Fire Rescue Decision-making process using thesystem......Page 49
4.2 Method to implement interaction among agentsin RTI......Page 50
REFERENCES......Page 51
1 INTRODUCTION......Page 53
3.2 Dynamic simulation of construction scheme......Page 54
4.1.2 Horizontal displacement......Page 55
4.2.2 Lining stress......Page 56
REFERENCES......Page 57
2.1 Transferring paths of force......Page 59
3 FE MODEL......Page 60
4.2 F– curves at H-beam end......Page 61
4.4 T-stub deformation and contact analysis......Page 62
REFERENCES......Page 63
2 CONTROLLED ROCKING MECHANISMSFOR TALL PIER......Page 65
3 LAYOUT OF ANALYTICAL MODEL OF TALLPIER WITH CONTROLLED ROCKINGMECHANISM......Page 66
4.2 Analysis of the tall piers with LRB on pier top......Page 67
4.3 Comparison of results......Page 68
5 CONCLUSIONS......Page 69
REFERENCES......Page 70
3.2 Calculation of slab edge stress applied by theaircraft tyres......Page 71
4.2 Calculation of the remaining service life of thepavement according to the future service typesand their annual flight frequency......Page 72
5 THE APPLICATION AND ANALYSIS......Page 73
REFERENCES......Page 74
2.1 Severe uncertainty in structural design......Page 75
2.3 Nested optimization using heuristic algorithm......Page 76
4.2 Trade-off between performance and robustnessto uncertainty......Page 77
4.3 Difference between structural robust-satisficingoptimal design and structural performanceoptimal design......Page 78
REFERENCES......Page 79
2.1 Equations of Trawler Maneuvering Motion......Page 81
3.2 Hydrodynamic model of trawl......Page 82
3.3.5 Bridle tension......Page 83
5.1 Simulation under cruising condition......Page 84
6 CONCLUSIONS......Page 85
REFERENCES......Page 86
1 INTRODUCTION......Page 87
2.2 Numerical model......Page 88
3 RESULTS AND DISCUSSION......Page 89
REFERENCES......Page 91
3 TUNNEL SUPPORTS......Page 93
4.1 Boundary conditions of numerical model......Page 94
4.2.2 Vertical stress of tunnel support......Page 95
REFERENCES......Page 96
2.2.1 Basic properties of test samples......Page 97
3.1.1 Initial moisture content (w=24.6%)......Page 98
3.2 Analysis of heat transfer mechanism......Page 99
4 CONCLUSION......Page 100
REFERENCES......Page 101
2.1 Constitutive relationship of air and explosive......Page 103
2.4 Numerical simulation models of free-spaceexplosion......Page 104
3.2 Peak value of blast incident wave pressurein free-space explosion......Page 105
4 CONCLUSION......Page 106
REFERENCES......Page 107
2 GOVERNING EQUATIONS......Page 109
3 EXPRESSIONS OF DISPLACEMENTS,STRESSES AND PORE PRESSURES......Page 110
5.1 Stress boundary problems......Page 111
8 CONCLUSIONS......Page 112
REFERENCES......Page 113
2.2 Experimental apparatus and method......Page 115
3.1 Singh-Mitchell stress-strain-time function......Page 116
3.3 Parameter fitting......Page 118
4.3 Verification of unsaturated Singh-Mitchellmodel......Page 119
REFERENCES......Page 120
2.1 Elastic-plastic model of reinforcedconcrete pier......Page 121
3 THE INFLUENCES OF POUNDINGSTIFFNESS OF BEARING......Page 122
4 THE INFLUENCES OF BEARING GAPS......Page 123
5 THE INFLUENCES OF DEFORMATION OFGIRDER......Page 124
REFERENCES......Page 125
2 DESCRIPTION OF DYNAMICAL MODEL......Page 127
3 RESULTS AND DISCUSSION......Page 128
4 CONCLUSIONS......Page 129
REFERENCES......Page 130
2.1 Singularity identification theory of wavelet......Page 131
2.2 Rotation mode theory......Page 132
3.4 Condition IV......Page 133
REFERENCES......Page 134
2.2 Selection of heavy axle load and contactingpressure distribution......Page 135
2.4 Establishment of finite element model of thepavement structure......Page 136
3.2 Relationship between parameters of pavementand lateral shear deformation in asphalt layers......Page 137
3.3 Distribution of shear yield zone in asphalt layer......Page 138
4 CONCLUSIONS......Page 139
REFERENCES......Page 140
2 METHOD, CALCULATING FACTORSAND CONDITIONS......Page 141
4 SLOPE SHAPE AND LANDSLIDE......Page 142
5 SOIL PARAMETERS AND LANDSLIDE......Page 143
7 RELATION BETWEEN EARTHQUAKEFAULT AND LANDSLIDE......Page 144
8 CONCLUSION......Page 145
REFERENCES......Page 146
1 INTRODUCTION......Page 147
2.2 Energy analysis method......Page 148
3.1 The relationship between indoor parametersand energy/exergy consumption......Page 149
4 THE THERMAL COMFORT AND INDOORTEMPERATURE/RELATIVE HUMIDITY......Page 151
REFERENCES......Page 152
2 THE DERIVATION OF THECONSIDERING-THE-STRESS-INFLUENCEUNSATURATED SOIL PERMEABILITYFUNCTION......Page 155
4 EXAMPLE COMPUTATION......Page 157
REFERENCES......Page 158
2.1 Tangential technique......Page 161
3.1 Failure mechanism and energy calculation......Page 162
4.1 Comparison with lower bound finite elementmethod......Page 163
5 CONCLUSIONS......Page 164
REFERENCES......Page 165
2 ANALYZING THE STATUS OF EQUIPMENTMANUFACTURING INDUSTRY INNORTHEAST CHINA......Page 167
3.1 The measuring model analyzing......Page 168
3.2 Estimating the equipment manufacturingindustry contribution rat to the NortheastChina economic growth......Page 170
REFERENCES......Page 171
2 EXPERIMENTAL SURVEY......Page 173
4 CONSTITUTIVE RELATIONS OFMATERIALS......Page 174
6 STUDY ON THE SEISMIC BEHAVIOR OFSHPC SHEARWALLS WITH DIFFERENTPARAMETERS......Page 175
6.2 The effect of different length of restricted edgemembers......Page 176
REFERENCES......Page 177
2.1 Configuration of failure mechanism......Page 179
3 DESCRIPTION OF FAILURE MECHANISM......Page 180
4 CALCULATION PROCEDURE OF UPPERBOUND LIMIT ANALYSIS......Page 181
6 EXAMPLES AND DISCUSSIONS......Page 182
REFERENCES......Page 183
2 EXPERMENTRAL PROCEDURE......Page 185
3 RESULT AND DISCUSSION......Page 186
4 CONCLUSION......Page 187
REFERENCES......Page 188
2 EXPERIMENTAL DATA......Page 189
3 GREY THEORETICAL CALCULATION......Page 190
REFERENCES......Page 191
2 WIND-INDUCED VIBRATION RESPONSES......Page 193
3.2 Improvement of genetic algorithms......Page 194
4.2 Result and discussion......Page 195
REFERENCES......Page 197
2.2 Risk identification in shield excavation......Page 199
3.1 Determine risk assessment standard......Page 200
4 CALCULATE THE WEIGHTCOEFFICIENTOF RISK-CAUSING FACTORS IN VARIOUSWORKING CONDITIONS BY AHP......Page 201
5 CONCLUSION......Page 202
REFERENCES......Page 203
2.1 Cardiovascular system model for CPR......Page 205
3.1 Experimental program......Page 206
3.2 Results......Page 207
REFERENCES......Page 209
1 INTRODUCTION......Page 211
3 KELVIN TRANSFORMATION......Page 212
4 APPLICATION OF IEM TO 3-D NMM FORRESISTIVITY WELL-LOGGING......Page 213
5 NUMERICAL EXAMPLES......Page 214
REFERENCES......Page 215