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《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 1999-02
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Vectorial diagrams to demonstrate mutual relationships among several kinds of seismic solutions of structure responses

ANG Qian-xin; QU Tie-jun (Institute of Engineering Mechanics. China Seismological Bureau, Harbin 150080, China); (Architecture College, North Technology University, Beijing 100041, China)  
In this paper, several kinds of seismic solutions of structure responses──the principal upper bound solution, the secondary upper bound solution, the non-contribution zero solution, the lst mode solution, the 2nd mode solution, the 3rd mode solution, the equivalent static solution, the principal quasi-upper bound solution and the secondary quasi-upper bound solution are displayed with vectors in the planar and spatial vectorial diagrams, with the help of which the mutual relationships among them, such as the orthogonality condition and the quantitative relationships between any two solutions are clearly demonstrated.
【Fund】: 地震科学联合基金!196153
【CateGory Index】: P315.96
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 Wang Qianxin Zhang Yanhong (Institute of Engineering Mechanics, China Seismological Bureau. Harbin 150080 China) Wang Luojia (California lnstitute of Technology, California, U.S,A);THEORETICAL ENVELOPES OF SEISMIC SHEAR FORCE ANDBENDING MOMENT DIAGRAMS OFCANTILEVER-TYPED STRUCTURES[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-02
2 Wang Qianxin (Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China);RELATIONSHIPS AMONG DOMINANT MODE SOLUTION,EQUIVALENT STATIC SOLUTION AND UPPER BOUND SOLUTIONS[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-03
【Co-citations】
Chinese Journal Full-text Database 2 Hits
1 WANG Qian-xin,HONG Feng (Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China);Upper bounds of seismic inner forces of cantilever-typed structures under the action of base rocking[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
2 Wang Qianxin (Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China);RELATIONSHIPS AMONG DOMINANT MODE SOLUTION,EQUIVALENT STATIC SOLUTION AND UPPER BOUND SOLUTIONS[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-03
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Wang Qianxin Zhang Yanhong (Institute of Engineering Mechanics, China Seismological Bureau. Harbin 150080 China) Wang Luojia (California lnstitute of Technology, California, U.S,A);THEORETICAL ENVELOPES OF SEISMIC SHEAR FORCE ANDBENDING MOMENT DIAGRAMS OFCANTILEVER-TYPED STRUCTURES[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-02
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