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A VIRTUAL BOUNDARY ELEMENT-LEAST SQUARE METHOD FOR SOLVING PROBLEMS OF ELASTICITY AND ERROR EVALUATION
Sun Huanchun, Yang Hexian
1994, 11(3): 1-11.
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BUCKLING ANALYSIS OF RING-STIFFENED CYLINDRICAL SHELLS BY FINITE STRIP METHOD
Chen Wen, Ren Wenmin, Zhang Wei
1994, 11(3): 12-17.
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THE OPTIMIZATION ASSESSMENT AND APPLICATION FOR "PD6493 ADVANCED METHOD AND EPRI ENGINEERING METHOD" BASED ON DUCTILE FRACTURE
Fei Yingqun, Dong Yamin, Huang Kezhi
1994, 11(3): 18-27.
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NONLINEAR RESPONSE ANALYSIS OF JOINTED STRUCTURES
Zhao Guangheng, Du Chengbin
1994, 11(3): 28-37.
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A NEW ANALYTICAL SOLUTION TO FREE TRANSVERSE VIBRATIONOF CIRCULAR PLATES WITH CONCENTRIC ELASTIC RING SUPPORTS
Zhou Ding
1994, 11(3): 38-46.
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STUDY OF A NEW MODEL FOR PREDICTION OF CONTACT FATIGUE LIFE
Hu Rongcai, Xu Bingye
1994, 11(3): 47-54.
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CONCENTRATION OF STRESSES NEAR CIRCULAR HOLE OF AN AXISYMMETRICAL SPHERICAL SHELL WITH STIFFENING RING
Zhang Tongsheng, Bao shihua
1994, 11(3): 55-79.
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ANALYSIS OF ULTIMATE AXIAL LOADS OF CONCRETE-FILLED STEEL COLUMNS WITH RECTANGULAR SECTION
Fan Zhong
1994, 11(3): 80-86.
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DETERMINATION OF KIc OF MARBLE BY METHOD OF THREE-POINT BENDING
Zhou Jingping
1994, 11(3): 87-90.
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UPPER BOUND SEISMIC LOADS ON THE LARGE SPAN TRANSMISSION LINES AND THEIR SUPPORTING TOWERS
Liu Chunguang, Wang QianXin
1994, 11(3): 91-98.
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Earthquake Response Analysis of Dam-Reservoir-Foundation Dynamic Coupling System in Time Domain
Shi Jingxun, Lin Jianhua
1994, 11(3): 99-108.
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THREE-DIMENSIONAL SENSITIVITY ANALYSIS IN ARCH DAM SHAPE OPTIMIZATION
Wu Baoqi, Zhang Kefeng, Wang Shuyu
1994, 11(3): 109-114.
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PLASTIC LIMIT ANALYSIS OF CIRCULAR SILOS
Hua Yunlong, Feng Yuntian
1994, 11(3): 115-120.
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INTERFACIAL STRESSES PROBLEM IN BIMATERIAL STRIPS-WHEN TWO ENDS SUBJECTED TO EXTERNAL LOADING
Cai Qianhuang
1994, 11(3): 121-128.
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DYNAMIC INSTABILITY OF BURIED PIPELINES IN AXIAL DIRECTION
Liang Jianwen, He Yuao
1994, 11(3): 129-136.
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A CALCULATION METHOD OF COUPLING INFINITE BE AND FE FOR PLATE BASED ON ELASTIC HALF SPACE
Xu Jinyu, Wu Zhangchun, Leng Peiyi
1994, 11(3): 137-143.
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