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ADVANCES IN MULTIFIELD COUPLED EXPERIMENTS RESEARCH OF ELECTROMAGNETIC FUNCTIONAL MATERIALS
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2010, 32(6): 1-7. DOI: 10.6052/1000-0879-lxysj2010-437
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THE MESHLESS METHOD FOR UNSTEADY FLOW WITH LARGE-SCALE MOVING BOUNDARY
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2010, 32(6): 8-12. DOI: 10.6052/1000-0879-lxysj2010-087
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NUMERICAL SIMULATION OF THE CONTAMINATION BETWEEN BATCHES IN MUTI-PRODUCT PIPELINE TRANSPORT
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2010, 32(6): 13-17. DOI: 10.6052/1000-0879-lxysj2009-181
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THE CHARACTERISTICS OF DAMAGE CAUSED BY HIGH-VELOCITY IMPACT ON THE WHIPPLE SHIELD OF LAVA SIMULATING METEOROID
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2010, 32(6): 18-21. DOI: 10.6052/1000-0879-lxysj2009-477
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DYNAMIC ANALYSIS OF MULTIBODY SYSTEM USING GAUSS CONSTRAINT
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2010, 32(6): 22-26. DOI: 10.6052/1000-0879-lxysj2010-038
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CONSTITUTIVE MODEL FOR FINITE ELEMENT ANALYSIS OF STEEL ELEMENTS WITH BUCKLING CONSIDERED AT HIGH TEMPERATURES
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2010, 32(6): 27-32. DOI: 10.6052/1000-0879-lxysj2010-205
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OPTIMUM DESIGN OF THE ARCH THIN SHELL FOR VIBRATION AND NOISE REDUCTION
, Du Jiazheng,
2010, 32(6): 33-38. DOI: 10.6052/1000-0879-lxysj2010-117
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NUMERICAL CALCULATION OF THE POST-BUCKING CONFIGURATION OF COMPRESSED FGM RODS
LI Qing-LuShi-Rong Li,
2010, 32(6): 39-42. DOI: 10.6052/1000-0879-lxysj2010-163
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VARIATION OF FRACTURE TOUGHNESS OF METALLIC MATERIALS WITH TEMPERATURE
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2010, 32(6): 43-48. DOI: 10.6052/1000-0879-lxysj2010-188
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THE FATIGUE BEHAVIOR OF LOW ALLOY STEEL UNDER DIFFERENT CONDITION
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2010, 32(6): 49-53. DOI: 10.6052/1000-0879-lxysj2010-226
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THE NUMERICAL SIMULATION OF TENSILE FRACTURE PROCESSES FOR ROCK BRIDGE
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2010, 32(6): 54-59. DOI: 10.6052/1000-0879-lxysj2010-155
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A NEW IMPACT TEST FOR SUPPORTING PLATE OF PROPORTIONAL REDUCTION
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2010, 32(6): 60-63. DOI: 10.6052/1000-0879-lxysj2009-171
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Producing model of a near seabed spanning pipeline based on ANSYS
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2010, 32(6): 64-68. DOI: 10.6052/1000-0879-lxysj2009-272
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LATERAL BUCKLING LOAD OF TIED-ARCH BRIDGE WITH TRANSVERSE BRACES IN RAILWAY PASSENGER TRANSPORT LINE
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2010, 32(6): 69-72. DOI: 10.6052/1000-0879-lxysj2010-152
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Some Question of Geological Survey of a Tunnel in a Southwest-China railway
2010, 32(6): 73-75. DOI: 10.6052/1000-0879-lxysj2009-475
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Analogy method applied in teaching of moment distributed method
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2010, 32(6): 76-77. DOI: 10.6052/1000-0879-lxysj2009-450
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Method of Virtual Cantilever Beam for Solving of Bending Displacements
[英]Jiemin Liu [中],
2010, 32(6): 78-79. DOI: 10.6052/1000-0879-lxysj2009-377
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A new method for problem of hyper-static axial force computation
2010, 32(6): 80-82. DOI: 10.6052/1000-0879-lxysj2009-429
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A special solution to the rotation problem of integrated axises
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2010, 32(6): 83-84. DOI: 10.6052/1000-0879-lxysj2009-300
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Digging Culture and Historical Knowledge in Derivation of Bending Normal Stress Formula
2010, 32(6): 85-86. DOI: 10.6052/1000-0879-lxysj2010-083
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On normal stress and shear stress analysis of a transverse-force-bending beam in mechanics of materials
Zu-guang Ying,
2010, 32(6): 86-87. DOI: 10.6052/1000-0879-lxysj2010-164
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TESTING ON MECHANIC PROPERTIES OF PAPER MEMBERS
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2010, 32(6): 88-90. DOI: 10.6052/1000-0879-lxysj2010-024
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The Relationship between Structural Model Design Competition and Innovation on Mechanics—Structure Course Groups in Applied Civil Engineering
2010, 32(6): 91-93. DOI: 10.6052/1000-0879-lxysj2009-455
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Analysis of Large Deflections of Bucked Bars and the Solution to the 2010 Mathematical Modeling Contest of China
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2010, 32(6): 94-95. DOI: 10.6052/1000-0879-lxysj2010-209
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Design and Production of Wind Power Eneration Tower Model in Structural Design Competition
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2010, 32(6): 96-99. DOI: 10.6052/1000-0879-lxysj2010-026
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A Typical Qualitative Structural Mechanics Proposition
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2010, 32(6): 100-101. DOI: 10.6052/1000-0879-lxysj2009-135
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The system of systems of mechanics in the translated articles of late Qing dynasty
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2010, 32(6): 102-105. DOI: 10.6052/1000-0879-lxysj2009-520
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mechanics and engineering Structural master Timoshenko academic career and writings of Professor Profile
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2010, 32(6): 106-109. DOI: 10.6052/1000-0879-lxysj2010-114
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The Mechanical Knowledge of Lever in Shuxue Yao
2010, 32(6): 124-125. DOI: 10.6052/1000-0879-lxysj2010-299
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