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THE STATE OF THE ART AND THE PROSPECT OF SEISMIC ENERGY DISSIPATION TECHNOLOGY
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-131
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COMPARISON STUDY ON WIRE ROPE MODELS
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-132
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CACULATION OF CRITICAL BUCKLING LOAD FOR CASING STRING SUBJECTED TO LIQUID PRESSURE BY ENERGY METHOD
2000, 22(5) DOI: 10.6052/1000-0879-f2000-133
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FINITE ELEMENT INVERSE ANALYSIS OF LOAD IDENTIFICATION FOR INTELLIGENT STRUCTURES
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-134
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THE SYMMETRY OF PRECISE TIME INTEGRATION FOR TRANSIENT HEAT CONDUCTION
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-135
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FINITE ELEMENT METHOD FOR THE ANALYSIS OF ROLLS DEFLECTION FOR 4-HIGH MILL
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-136
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ON THE STATIC CONSTITUTIVE RELATION OF WOOD WITH LARGE DEFORMATION
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-137
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ANALYSIS OF LATERAL NATURAL VIBRATION OF BEAMS WITH LUMPED MASSES AND ELASTIC SUPPORTS
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-138
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RIGID PLASTIC DYNAMIC PROBLEM BASED ON THE MINIMUM ACCELERATION PRINCIPLE
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-139
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ON THE TENSILE STRESS THEORY FOR UPSETTING CIRCULAR CYLINDER BY OPTICAL PLASTICS METHOD
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-140
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PHASE SHIFT MOIRE INTERFEROMETRV AND ITS APPLICATIONS
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-141
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SINGULAR SOLUTION TO THE ELASTIC PROBLEMS ON AN INFINITE PLAN WITH AN ELLIPTICAL RIGID INCLUSION
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-142
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A 3-D BIOMECHANICAL MODEL OF HUMAN KNEE-JOINT WITH RIGIDLY ARTICULATE CONTACT
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-143
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NUMERICAL SIMULATION OF THE STARTING POSITION OF GROUND VIBRATION IN SHORT DELAY BLASTS
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-144
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BUCKLING OF SPHERICAL SHELLS UNDER WIND-TYPE LOADS
2000, 22(5) DOI: 10.6052/1000-0879-f2000-145
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INSTANT STRESS FIELD AROUND SEMI-INFINITE CRACK TIP IN A CONDUCTING PLATE
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2000, 22(5) DOI: 10.6052/1000-0879-f2000-146
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