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STATIC AND DYNAMIC FRACTURE ANALYSIS OF MODE Ⅲ CRACK OF CONCRETE WITH DAMAGE
Lie Qingbin, Wang Ganglion, Zhang Chuhan, Zhang Wei
1995, 12(3): 1-6.
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CREEP BUCKLING OF COLUMNS UNDER NONUNIFORM TEMPERATURE DISTRIBUTION
Liu Zongde, Han Mingbao, Wang Ren, Chen Yuze
1995, 12(3): 7-12.
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AN ANALYSIS OF THE BRIDGING EFFECTS ON THE PENNY CRACK IN A FIBER-REINFORCED COMPOSITE
Wu Zhangjian, Yu Shouwen
1995, 12(3): 13-21.
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A QUASI-CONFORMING 9-NODE QUADRILATERAL DEGENERATED SHELL ELEMENT
Guan Yupu, Tang Limin
1995, 12(3): 22-30.
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SECOND-ORDER ANALYSIS OF TALL BUILDING TUBULAR STRUCTURES
Wang Jiandong, Bao Shihua
1995, 12(3): 31-38.
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RESEARCH ON REASONABLE CALCULATION SCHEME FOR UNBONDED POST-TENSIONED FLAT PLATE-COLUMN STRUCTURES
Zheng Wenzhong, Yu Weigen, Lu Zhitao
1995, 12(3): 39-54.
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LATERAL STABILITY ANALYSIS OF REINFORCED CONCRETE TRUSS BEAM BRIDGE WITH TRAPEZOID SECTION
Zhou Jianchun, Shou Nanchun, Lin Guangdong
1995, 12(3): 55-62.
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THE INITIAL STRESS LEAST SQUARE COLLOCATION METHOD FOR ELASTO-PLASTIC AXISYMMETRIC PROBLEMS
Z. G. Zhao, L. J. Ni, H. Y. Yang
1995, 12(3): 63-69.
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EXPERIMENTAL STUDY ON SHAKING TABLE MODEL OFCOUPLED SHEAR WALL WITH FRICTIONDAMP CONTROL DEVICES
Li Aiqun, Ding Dajun, Cao Zhengliang
1995, 12(3): 70-76.
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FINITE ELEMENT ANALYSIS FOR ANISOTROPIC THICK PLATES AND SHELLS WITH GEOMETRIC AND MATERIAL NONLINEARITIES
Huang Yuying, Zhong Weifang, Zhu Dashan, Lie Siping, Wang Hehui
1995, 12(3): 77-85.
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APPROXIMATE FORMULA FOR NORMAL IMPACT OF A FINITE ELASTIC BEAM BY A SEMI-INFINITE ELASTIC ROD
Hwang Jianmin, Ren Wenmin, Chen Wen
1995, 12(3): 86-90.
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ON THE FATIGUE NOTCH FACTOR Kf
Yao Weixing, Gu Yi
1995, 12(3): 91-96.
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ANALYSIS OF NONLINEAR DYNAMICAL STABILITY FOR MODERXTELY THICK RECTANGULAR PLATES
Fu Yiming, Zhang Sijin
1995, 12(3): 97-106.
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MODAL ANALYSIS AND EXPERIMENTAL RESEARCH OF MULTISTORY BUILDINGS UNDER DAMPER CONTROL
Lie Zhongxian, Hou Chaosheng
1995, 12(3): 107-114.
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APPLICATION OF POTENTIAL OPERATOR THEORY IN LINEAR COUPLED THERMO-ELASTODYNAMICS
Zhang Shenxue
1995, 12(3): 115-120.
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STRESS ANALYSIS OF ANISOTROPIC PLATE WITH A CIRCULAR HOLE REINFORCED BY AN ELASTIC RING
Gao Cunfa, Long Lianchun
1995, 12(3): 121-125.
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SUPER FINITE ELEMENT METHOD FOR DYNAMIC ANALYSIS OF 3-D FRAME OR TRUSS STRUCTURES
Liu Yongren, Cao Fengchan
1995, 12(3): 126-131.
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THE BRITTLE FRACTURE TENDENCY OF STEEL STRUCTURES WITH HIGH STRESS CONCENTRATION
Wang Yuanqing
1995, 12(3): 132-138.
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