Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 1998-03
Add to Favorite Get Latest Update

RELATIONSHIPS AMONG DOMINANT MODE SOLUTION,EQUIVALENT STATIC SOLUTION AND UPPER BOUND SOLUTIONS

Wang Qianxin (Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China)  
In this paper,the relationships among the dominant mode solution,the equivalent static solution and the upper bound solutions in the earthquake resistant analysis forengineering structures are ascertained: principal upper bound≥dominant mode solution principal upper bound≥equivalent static solution dominant mode solutionequivalent static solution principal UB equivalent static solution=secondary UB
【Fund】: 地震科学联合基金
【CateGory Index】: TU352.110.1
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 1 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
【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
【Co-citations】
Chinese Journal Full-text Database 2 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
【Co-references】
Chinese Journal Full-text Database 6 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 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
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved