RESEARCH ON STATIC PERFORMANCE OF CABLE-BRACED FRAME FOR PRESTRESSED MULTIPLE AND HIGH-RISE STEEL STRUCTURES

Liu Xuechun  Lin Na  Zhang Ailin  Zhao Liang  Wang Yimeng

doi:10.13204/j.gyjz201506027

Volume 45 Issue 6

Aug. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(6): 137-144

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

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Liu Xuechun Lin Na Zhang Ailin Zhao Liang Wang Yimeng, . RESEARCH ON STATIC PERFORMANCE OF CABLE-BRACED FRAME FOR PRESTRESSED MULTIPLE AND HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 137-144. doi: 10.13204/j.gyjz201506027

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

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RESEARCH ON STATIC PERFORMANCE OF CABLE-BRACED FRAME FOR PRESTRESSED MULTIPLE AND HIGH-RISE STEEL STRUCTURES

doi: 10.13204/j.gyjz201506027

Liu Xuechun Lin Na Zhang Ailin Zhao Liang Wang Yimeng,

Publish Date: 2015-06-20

Abstract

Abstract

A new type of prestressed cable-braced energy-dissipation frame structure was proposed by adding prestressed cable brace to a high-rise building． This structure could improve lateral resistance and ductility of steel frame effectively，thus resulting in smaller calculation length of columns and less steel-consumption． By using finite element method，the static behavior of cable-braced rigid frame，cable-braced semi-rigid frame and steel frame was analyzed，and the influence law of axial compression ratio on their elastioplasticity behavior，ultimate bearing capacity，failure mechanism，lateral stiffness and ductility etc was studied． The results showed that cable brace could improve the lateral stiffness and bearing capacity of steel frame，more importantly，could also improve its lateral ductility，change failure model，and produce the self-centering function by tensioning frame back to the original location entirely or partly when the load was removed． In addition，with the increase of axial compression ratio， bearing capacities of the three type frames were all decreased，and the ductility of steel frame was also reduced． However，the ductility of cable-braced steel frame was not influenced by the axial compression ratio．
- prestressed cable-braced frame structure,
- self-reset,
- axial compression ratio,
- lateral ductility

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