framing code 中文意思是什麼

framing code 解釋
按幀編碼
  • framing : n. 1. 結構,組織,編制。2. 框架;骨骼。3. 計劃,構想。4. 【電視】圖框配合;成幀,按幀調節光柵,調節幀頻穩定圖像。
  • code : n 1 法典;法規。2 規則,準則;(社會、階級等的)慣例,習俗,制度。3 (電)碼,代碼,密碼,暗碼;...
  1. Concerning the tests, analyses, design and calculation of performances for light gauge steel framing, this paper focuses on following items : ( 1 ) the calculation of light gauge steel framed compound bearing walls ( lgsfcbw ) in compression and bending. based on north american specification and commentary for the design of cold - formed steel structural members, which was published by the american iron and steel institute, the detailed design requirements of wall stud assemblies are given considering the structural contribution of the attached sheathings and shear diaphragm is discussed briefly. then the calculational theoretic and method for sheathing braced wall stud assemblies complying with national code is brought up in compression and bending

    本文圍繞輕鋼龍骨體系結構性能的試驗、分析、設計和計算,主要進行了以下四方面的研究工作: ( 1 )輕鋼龍骨復合承載墻體的受壓、受彎計算:以美國鋼鐵協會發行的北美冷成型鋼構件設計規范及其規范說明為依據,重點考慮罩面材料對墻龍骨設計的影響,給出了目前對承重墻龍骨設計的具體要求,並對剪力蒙皮進行了簡要討論;然後提出了符合我國規范術語的剪力蒙皮作用的輕鋼龍骨復合承載墻體(即罩面支撐墻龍骨)受壓、受彎的計算理論和方法;最後對提出的計算進行簡化,使之完全與我國規范相符。
  2. In order to enrich and perfect the exisiting theory research achievements, and promoting the application of staggered truss steel framing system in our country, static force capability, stability problem and structure p - a effect have been done in this text ; combines current national design code ( specification ) and abroad research achievements, propose the elastic design methods and suggestions of the staggered truss steel frame

    為了充實和完善現有理論研究成果,促進鋼結構錯列桁架體系在我國的工程應用,本文對鋼結構錯列桁架體系的靜力性能、穩定問題、結構p -效應作了系統性的分析;並結合現行國家設計規范(程)和國外研究成果,提出了鋼結構錯列桁架體系的彈性設計方法和建議。
  3. Consulting analysis method of current design code ( specification ) on the " p - a " effect of steel frames of each country, the geometry nonlinearity capability of staggered truss system has been analyzed in this text ; those will fill the blank space of staggered truss framing research aspect

    本文參照各國現有規范(程)對鋼框架結構p -效應的考慮方法,首次對錯列桁架體系的二階效應進行了分析,填補了錯列桁架結構研究方面的空白。
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