Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 39 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Xin Li, Liang Xingwen, Deng Mingke. PLASTIC HINGE ROTATION-BASED DESIGN METHOD OF SHEAR WALL'S BOUNDARY ELEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 50-54,64. doi: 10.13204/j.gyjz200906013
Citation: Xin Li, Liang Xingwen, Deng Mingke. PLASTIC HINGE ROTATION-BASED DESIGN METHOD OF SHEAR WALL'S BOUNDARY ELEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 50-54,64. doi: 10.13204/j.gyjz200906013

PLASTIC HINGE ROTATION-BASED DESIGN METHOD OF SHEAR WALL'S BOUNDARY ELEMENTS

doi: 10.13204/j.gyjz200906013
  • Received Date: 2008-06-05
  • Publish Date: 2009-06-20
  • The design method of shear wall's boundary elements is one of the problems that have not been solved perfectly.The lateral displacement mode of cantilever shear wall in limit state is set up,and the plastic hinge rotation is used to define the fortification objective of each seismic grade.The relationship between plastic hinge rotation and cross section's curvature,axial compression ratio and relative height of compression zone are deduced.The length of confined zone can be determined by plane-section assumption theory,and the transverse reinforcement characteristic value is determined by the stress-strain relationship of confined concrete.The comparison of 20 shear wall specimens' calculation results and test results illustrates that this design procedure is feasible.The length of confined zones and the transverse reinforcement characteristic values of boundary element in different seismic grades and axial compression ratios are proposed.
  • loading
  • [2] JGJ 3-2002高层建筑混凝土结构技术规程[S];
    GB 50011-2001建筑抗震设计规范[S];
    [3] Priestley M J N.Aspect of Drift and Ductility Capacity of RectangularCantilever Structural Walls[R].Bulletin of New Zealand Society f orEarthquake Engineering,1998,31(2):73-85;
    [4] Thomsen J H,Wallace J.Displacement-Based Design of SlenderReinforced Concrete Walls-Experimental Verification[J].Journal ofStructural Engineering.2004,130(4):618-630;
    [5] 钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计[J].建筑结构学报,1999,20(3):42-48;
    [6] 钱稼茹,徐福江.钢筋混凝土剪力墙基于位移的变形能力设计方法[J].清华大学学报,2007,47(3):1-4;
    [7] Eurocode 8,Design of Structures for Earthquake Resistance.EuropeanCommittee for Standardization[S].2003;
    [8] FEMA356.Prestandard and Commentary for the Seismic Rehabilitationof Buildings[S].Washington D C:Federal Emergency ManagementAgency,2000;
    [9] 钱稼茹,程丽荣,周栋梁.普通箍筋约束混凝土柱的中心受压性能[J].清华大学学报,2002,42(10):1369-1373;
    [10] 邢秋顺,翁义军,沈聚敏.约束混凝土应力-应变全曲线的试验研究[C]//约束与普通混凝土强度理论及应用学术讨论会论文集.1987:81-87;
    [11] 过镇海,张秀琴.混凝土应力-应变全曲线的试验研究[J].建筑结构学报,1982,3(1):1-12;
    [12] 梁兴文,邓明科,张兴虎,等.高性能混凝土剪力墙性能设计理论的试验研究[J].建筑结构学报,2007,28(5):80-88;
    [13] 李宏男,李兵.钢筋混凝土剪力墙抗震恢复力模型及试验研究[J].建筑结构学报,2004,25(5):35-42;
    [14] 陈勤,李耕勤,钱稼茹,等.HRB400级钢筋焊接网剪力墙试验研究[J].混凝土,2002(7):18-22;
    [15] 李耕勤,钱稼茹,顾万黎.采用冷轧带肋钢筋焊接网剪力墙的抗震性能研究[J].建筑结构,2002,32(10):29-33;
    [16] 章红梅,吕西林,鲁亮,等.边缘约束构件对钢筋混凝土剪力墙抗震性能的影响[J].地震工程,2007,27(1):92-98;
    [17] 吕文,钱稼茹,方鄂华.钢筋混凝土剪力墙延性的试验和计算[J].清华大学学报,1999,39(4):88-91.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (74) PDF downloads(99) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return