ultimate limit state中文,ultimate limit state的意思,ultimate limit state翻译及用法

2025-01-06 21:34 浏览次数 1

ultimate limit state

英[ˈʌltimit ˈlimit steit]美[ˈʌltəmɪt ˈlɪmɪt stet]

极限状态;最大极限状态

ultimate limit state 片语

片语

limiting case极限状态;极限情况

ultimate e limit state design极限状态设计

ultimate limit state designed method承载能力极限状态设计法

ultimate state极限状态

ultimate limit state design极限状态设计

ultimate limit state for fatigue疲劳承载能力极限状态

ultimate limit state 例句

英汉例句

  • considering the ultimate limit state of buildings and using damage-based response spectra (dbrs) program, a series of rd spectra are obtained.

    考虑结构极限状态设计,并通过自编dbrs程序,研究得到了rd谱族;

  • the time-dependent reliability analysis based on jc method is proposed to predict the deterioration state of the structure in terms of ultimate limit state and serviceability limit state.

    通过分析各种维修与加固方法对桥梁承载能力以及最大裂缝宽度的影响,运用jc法编制了在各种维护措施作用下的桥梁时变可靠度计算程序。

  • the design of a geotechnical work should satisfy both the ultimate limit state and serviceability limit state requirements.

    巖土工程设计需要同时满足极端的极限状态和功能极限状态要求。

  • the concept of serviceability limit state and ultimate limit state is considered.

    而且本文考虑了正常使用极限状态和剥离极限状态的概念。

  • in this paper, three approaches are presented for determining concrete cover depth of reinforced concrete structures, with emphasis on ultimate limit state reliability based approach.

    提出了确定混凝土保护层厚度的三种可靠度方法,着重研究了以承载能力可靠度的降低为控制条件的混凝土保护层厚度确定问题。

  • this is the second part of the serial papers which focuses on the aspects of development of ultimate limit state and serviceability limit state reliability, as well as fatigue reliability.

    本篇是其中的第二部分,主要介绍了结构承载能力和正常使用极限状态可靠度,以及结构疲劳可靠度研究和应用方面的发展。

  • it is researched that the ultimate flexural capacity of external prestressed composite steel-concrete beams in ultimate limit state of carrying capacity, and the relevant formula are derived.

    研究了体外预应力钢-混凝土组合梁在承载能力极限状态下的抗弯承载能力,提出了相应的计算公式。

  • in order to satisfy the requirements of both ultimate limit state and servicing limit state unbonded partially pre stressed concrete flexural members must be reasonably designed.

    为满足承载能力极限状态及正常使用极限状态的要求,必须对无粘结部分预应力混凝土受弯构件进行合理设计。

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