应用简化的软化桁架模型设计框架外节点

刘华新; 毕重; 王清湘

doi:10.13204/j.gyjz200804011

应用简化的软化桁架模型设计框架外节点

doi: 10.13204/j.gyjz200804011

1.
1. 辽宁工学院土木建筑系,锦州 121001;
2.
2. 大连理工大学海岸与近海工程国家重点实验室,大连 116024

基金项目:

国家自然科学基金资助项目(50378010);辽宁省教育厅高校科研基金资助项目(200320085)

详细信息

作者简介:
刘华新1967年1月出生,博士研究生,副教授.E-mail:lgliuhuaxin@sina.com

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- 文章访问数: 85
- HTML全文浏览量: 2
- PDF下载量: 103
- 被引次数: 0
出版历程
- 收稿日期: 2007-04-02
- 刊出日期: 2008-04-20

DESIGN FOR EXTERNAL JOINT OF FRAMEWORK WITH A SIMPLIFIED SOFTENED TRUSS MODEL

1.
1. Department of Civil and Architecture of Liaoning Institute of Technology,Jinzhou 121001;
2.
2. State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024

摘要

摘要: 简化的软化桁架模型源于拉压杆的概念,其满足带裂缝混凝土的平衡条件、相容条件和本构关系。在介绍简化的软化桁架模型的传力途径、设计步骤的基础上,考虑包括混凝土强度、竖向箍筋和水平箍筋的数量等参数的影响,用简化的软化桁架模型对现浇钢筋混凝土框架外节点进行抗剪强度分析和设计。通过对一个现浇钢筋混凝土框架外节点的验算,并与混凝土结构设计规范(GB 50010-2002)规定计算方法进行比较,计算结果基本一致,证明了所提出的简化的软化桁架模型的有效性、实用性。
- 软化桁架模型 /
- 外节点 /
- 抗剪强度 /
- 混凝土强度 /
- 竖向箍筋 /
- 水平箍筋
Abstract: A simplified softened truss model orig inates from concept of stru-t tie lever and satisfies equilibrium, compatibility, and the constitutive laws of cracked reinforced concrete. It is expounded transitive path and design procedure of the simplified softened truss model. A simplified softened truss model for design and analyses the shear strength of external joint of frmework is proposed, the parameters reviewed include the concrete strength, the amount of vertical hoop and the amount of horizontal hoop. It is therefore recommended that the current shear design procedures for external joint of framework be reformed and utilized to incorporate the actual shear-resisting mechanisms as postulated by the simplified softend truss model, and the calculated values are in good agreement with the check values.
- softened truss model /
- external joint of framework /
- shear strength /
- concrete strength /
- vertical hoop /
- horizontal hoop

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参考文献(12)

[2] Shyh Jiann Hwang, Hung Jen Lee. Closure to/ Strength Prediction for Discontinuity Regions by Softened Stru-t and-Tie Model0 by Shyh-Jiann

Himat Solanki M. Discussion of / St rength Prediction for Discont inuity Regions by Soft ened St ru-t and-Tie Model0 by Shyh-Jiann Hwang and Hung-Jen Lee. ASCE Journal of Structural Engineering, 2004, 130(3) :246-249

Hwang andHung-Jen Lee. Journal of Structural Engineering, 2004, 130(3) : 286-288

[3] [新西兰] 鲍雷T. 钢筋混凝土和砌体结构的抗震设计. 北京: 中国建筑工业出版社, 1999: 202-212

[4] [美] 尼尔逊A H. 混凝土结构设计. 北京: 中国建筑工业出版社,1994: 302-342

[5] Shyh-Jiann Hwang, hung-Jen. Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance. ACI Structural Journal, 2000, 97(1) : 35-44

[6] Shyh-JiannHwang, Hung-Jen Lee.Analyt ical Model for Predicting Shear Strengths of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance. ACI Structural Journal, 1999, 96(5) : 846-857

[7] Shigeru Hakuto, Robert Park, Hitoshi Tanaka. Seismic Load Tests on Int erior and Ext erior Beam-Column Joints with Subst andard Reinforcing Details.ACI Structural Journal, 2000, 97(1) : 11-25

[8] Tosef Hegger, Alaa Sherif, Wolfgang Roeser. Nonseismic Design for Beam-Column Joint s.ACI Structural Journal, 2003, 100(5) : 654-664

[9] Murty C V R, Rai Durgesh C, Bajpai K K, et al. Eff ectiveness of Reinforcement Details in Exterior Reinforced Concrete Beam-Column

Joints for Earthquake Resistance.ACI Structural Journal, 2003, 100(2) :149-156

[10] Attaala Sayed A. General Analyti cal Model for Nominal Shear Stress of type 2 Norma-l and High-Strength COncreteBeam-ColumnJoint. ACI Structural Journal, 2004, 101(1) : 65-75

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