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《World Information On Earthquake Engineering》 1999-01
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APPLICATION OF UPPER BOUND SOLUTION IN EARTHQUAKE-RESISTANT PRELIMINARY DESIGN AiND CHECKING CALCULATION

WANG Qian-xin(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 50080,China)  
In this paper, the practicality of the theoretical solutions of upper bound seismic inner forces for the cantilever-typed structures in engineering is studied and discussed. The computation results for several different mass distributions and several different hypothetical fundamental modes show that it is convenient and feasible to employ the principal upper bounds for earthquake-resistant checking calculation in majority of practical cases.
【Fund】: 地震科学联合基金资助项目(196153)
【CateGory Index】: P315.9
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【Citations】
Chinese Journal Full-text Database 3 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
3 Wang Qianxin(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080);A SUMMARY OF THEORY OF UPPER BOUND SEISMIC FORCES ON STRUCTURES[J];World Information On Earthquake Engineering;1998-04
【Co-citations】
Chinese Journal Full-text Database 4 Hits
1 ANG Qian-xin; QU Tie-jun (Institute of Engineering Mechanics. China Seismological Bureau, Harbin 150080, China); (Architecture College, North Technology University, Beijing 100041, China);Vectorial diagrams to demonstrate mutual relationships among several kinds of seismic solutions of structure responses[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-02
2 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
3 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
4 Wang Qianxin(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080);A SUMMARY OF THEORY OF UPPER BOUND SEISMIC FORCES ON STRUCTURES[J];World Information On Earthquake Engineering;1998-04
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 Wang Qianxin (Institute of Engineering Mechanics, State S eismological Bureau);UPPER BOUND OF SEISMIC FORCES ON PIERS OF CONTINUOUS ARCH BRIDGE[J];Earthquake Engineering and Engineering Vibration;1987-03
2 Wang Qianxin (Institute of Engineering Mechanics, State Seismological Bureau);UPPER BOUND ESTIMATION OF SEISMIC RESPONSES OF RESERVOIR[J];Earthquake Engineering and Engineering Vibration;1990-01
3 Wang Qianxin Liu Chunguang(Institute of Engineering Mechanics, State Seismological Bureau);UPPER BOUND SEISMIC LOADS ON SUPPORTING FRAMES OF SPATIAL BROKEN PIPELINES[J];Earthquake Engineering and Engineering Vibration;1990-04
4 Zhang Yanhong (Institute of Structural Theory,Tongji University) Wang Qianxin (Institute of Engineering Mechanics,State Seismological Bureau 150080,China);SEISMIC MARGIN IDENTIFICATION FOR PIER TOP DISPLACEMENT OF CONTINUOUS ARCH BRIDGE[J];Earthquake Engineering and Engineering Vibration;1995-04
5 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
6 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
7 Liu Chunguang; Wang QianXin(Institute of Engineering Mechanics, State Seismological Bureau);UPPER BOUND SEISMIC LOADS ON THE LARGE SPAN TRANSMISSION LINES AND THEIR SUPPORTING TOWERS[J];ENGINEERING MECHANICS;1994-03
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