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竖向荷载作用下的无洞口连续墙梁的有限元分析
引用本文:孟达,杭英,周云麟. 竖向荷载作用下的无洞口连续墙梁的有限元分析[J]. 工业建筑, 2004, 34(12): 48-50
作者姓名:孟达  杭英  周云麟
作者单位:中国矿业大学,北京校区,北京,100083;上海佘山乡村俱乐部有限公司,上海,201619;鞍钢集团公司,鞍山,114000
摘    要:
利用有限元法 ,通过图形分析无洞口连续墙梁的内力、应力分布及其变化规律 ,从而能够计算无洞口连续墙梁与托梁之间的相互作用力 ,及其内部应力的分布情况 ,即能验证试验中的内力及应力的变化规律 ,也能找到试验中不能直接发现的规律 ,为墙梁的设计提供较精确的理论依据。

关 键 词:有限元  无洞连续墙梁  内力  应力
修稿时间:2003-12-02

FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING
Meng Da. FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING[J]. Industrial Construction, 2004, 34(12): 48-50
Authors:Meng Da
Affiliation:Meng Da(China University of Mining and TechnologyBeijing100083) Hang Ying(Shanghai Sheshan Country Club Limited CompanyShanghai201619) Zhou Yunlin(Anshan Steel & Iron Group companyAnshan114000)
Abstract:
The internal force, stress distribution and its changing law of no-hole continu ous wall beams are analyzed by diagrams, using finite element method, and thus t he interactive forces between the no-hole continuous wall beams and joists can be computed, i.e. the law of changing in the internal forces and the stress in t he tests can also be verified; and the laws that can not be found by the tests c an be obtained, which can provide a more precise theoretical basis for the desig n of the wall beams.
Keywords:finite elementno-hole continuous wall beamin ternal forcestress  
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