ComPutationoftheUltlmateBearingCaPacityofSteelReinforeed
ConCreteLoW-RISeShearWallSwithFrame

HUANCshuang一hua; HUANCXiong一jun

Volume 14 Issue 4

Aug. 2001

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Article Contents

Journal of Southwest Jiaotong University > 2001 > 14(4): 360-364.

HUANCshuang一hua, HUANCXiong一jun. ComPutationoftheUltlmateBearingCaPacityofSteelReinforeedConCreteLoW-RISeShearWallSwithFrame[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 360-364.

Citation:

HUANCshuang一hua, HUANCXiong一jun. ComPutationoftheUltlmateBearingCaPacityofSteelReinforeed ConCreteLoW-RISeShearWallSwithFrame[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 360-364.

HUANCshuang一hua, HUANCXiong一jun. ComPutationoftheUltlmateBearingCaPacityofSteelReinforeedConCreteLoW-RISeShearWallSwithFrame[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 360-364.

Citation:

HUANCshuang一hua, HUANCXiong一jun. ComPutationoftheUltlmateBearingCaPacityofSteelReinforeed ConCreteLoW-RISeShearWallSwithFrame[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 360-364.

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ComPutationoftheUltlmateBearingCaPacityofSteelReinforeed ConCreteLoW-RISeShearWallSwithFrame

Publish Date: 25 Aug 2001

Abstract

Abstract

Basedonfiniteelementanalysisaswellastheresultsofexperimentalresearehes，amodel15 putfonvardforeouptingtheultimatebearinge叩acityofthelow一riseshearwallsinwhiehbending failureoeeursinframeeolumns，andeomputationalformulasaresetup.TheeomPutedvaluesgivenby theformulasshowagoodag比ementwiththetestvalues.ThiseomPutationmethodprovidesa theo比tiealrefereneefordrawinguPanationaldesigneodeoflow一riseshearwallswithframeinthe futu花
- shearwalls,
- bearingeapaeity,
- steelreinforcedeoneote