防撓構件 的英文怎麼說

中文拼音 [fángnáogòujiàn]
防撓構件 英文
stiffening member
  • : Ⅰ動詞(防鷥) provide against; defend against; guard against Ⅱ名詞1 (防守; 防禦) defence 2 (堤...
  • : 動詞1. (輕輕地抓) scratch 2. (擾亂;阻止) hinder 3. (彎曲,比喻屈服)yield;flinch:不屈不撓indomitable; unyielding
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  1. Third, on the base of expatiating on experimental research method and theoretical research method of joints, the paper points out two kinds of valid methods, which are used to analyze the tube joints stress of dendriform structure by making use of semi - analytical method and inelastic large deflection finite element analysis method, confirms to apply the evaporative pattern casting process as the facture method of dendriform structure cast joints, and detailed dissertates the casting theory, casting process, generation cause and prevention measure of casting flaws, heat treatment method and inspection standard about cast steel joints

    然後在闡述樹狀結節點實驗研究方法和理論研究方法的基礎上,提出了利用半解析法和彈塑性大度有限元法兩種有效分析樹狀結管節點應力的方法,並給出兩種方法的詳細表達式及它們各自的優缺點。通過對鑄鋼常見製作方法的介紹,確定了採用消失模法作為樹狀結鑄鋼節點的製作方法,並詳細論述了用消失模法製作鑄鋼節點的鑄造原理、鑄造工藝、鑄造缺陷產生的原因及治措施、鑄鋼節點的熱處理方法以及檢驗標準。
  2. The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars, vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored, so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering

    研究表明:本文研究的梁、板的延性比遠大於5 ;增加箍筋(鉤筋、分佈筋)含量,可以提高壓區混凝土剝落時的度;在適當的受壓筋、箍筋(鉤筋、分佈筋)含量下,可以忽略壓區混凝土剝落瞬間的承載力下降,從而大大提高的延性;受彎的寬高比對壓區混凝土極限應變的影響不明顯;受彎的裂縫間距受箍筋(鉤筋、分佈筋)的布置影響;文中所用的承載力和變形計算方法是可行的。化爆試驗表明,高強混凝土的動載抗彎性能能夠滿足護結的要求。
  3. Article 32 post and telecommunications departments, military communications departments and radio administration authorities shall guarantee provision of the circuits and frequency required by the competent departments for civil air defense in establishing communications and warning networks, the relevant units and individuals shall provide convenience for installation of facilities of civil air defense communications and warning, and may not obstruct it

    第三十二條人民空主管部門建設通信、警報網所需的電路、頻率,郵電部門、軍隊通信部門、無線電管理機應當予以保障;安裝人民空通信、警報設施,有關單位或者個人應當提供方便條,不得阻
  4. Standard test method for effect of deflection on sprayed fire - resistive material applied to structural members

    曲對結上噴塗的火材料影響的試驗方法
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