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    高文皂，沙曉東，高  強(qiáng)
    （石家莊市建筑設(shè)計院，石家莊050000）

[摘要] 針對抗震設(shè)計中經(jīng)常遇到的剪力墻連梁剪壓比超限的原因和規(guī)律進(jìn)行了深入分析，并由此探討了解決問題的思路和方法，可供工程設(shè)計中作為參考。
[關(guān)鍵詞] 剪力墻連梁；剪壓比超限

    The primary exploration of over-limited ratio of shear force to compressive capacity of section
    Gao Wenzao,  Sha Xiaodong,  Gao Qiang
    (Shijiazhuang Buiding Design Institute,Shijiazhuang 050000, China)

Abstract: The pater is aimed at doing deep research on the reasons and rules of over-limited ratio of shear force to compressive capacity of section of  the coupling wall-beam which comes out frequently in the aseismic design.And auording to this,the paper explores and presents the solutions and methods, which can be used as a reference to the engineering design.
Keywords: coupling wall-beam; over-limited ratio of shear force to compressive capacity of section