• It is set forth that the limit value of lateral deflection is remained to be discussed further.

    阐述高层结构水平位移指标设计限值有待于进一步探讨

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  • The main reason of the main beam down deflection was that the most complex stress exceeded the admissible value and achieved the yield limit value.

    主梁变形主要原因受热引起的最大复合应力超过达到屈服极限值,强度不满足要求。

    youdao

  • The main reason of the main beam down deflection was that the most complex stress exceeded the admissible value and achieved the yield limit value.

    主梁变形主要原因受热引起的最大复合应力超过达到屈服极限值,强度不满足要求。

    youdao

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