code for structural design 中文意思是什麼

code for structural design 解釋
結構設計規范
  • 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；...
  • for : FOR f o r ＝ free on rail 【商業】火車上交貨（價格）。1 〈表示目標、去向〉向，往。 leave [sail] f...
  • structural : adj. 構造上的，結構上的，組織上的。adv. -ly
  • design : vt 1 計劃，企圖，立意要…。2 指定，預定；留給，留著。3 設計，草擬，擬定，籌劃；起草，畫草圖，打（...
  1. The effect factors of boiler steel frame are analyzed, loads composition and structural distribution, also the design code and special value norm for load classification are discussed, mainly including state and live loads, wind and level earthquake

    分析了電站鍋爐鋼結構的荷載影響因素，提出合理的結構布置和荷載取值及其工況組合。分析了設計標準中的荷載分類及取值約定。
  2. Code for structural design of water supply and sewerage engineering

    給水排水工程結構設計規范
  3. Structural design code for pipelines of water supply and waste water engineering

    給水排水工程管道結構設計規范
  4. Structural design of low - rise buildings - code of practice for stability, site investigation, foundations and ground floor slabs for housing

    矮層建築物結構設計.住宅的穩定性現場勘測地基和底層面板實用規程
  5. Water cooling towers - code of practice for structural design and construction

    水冷卻塔規范.第4部分:冷卻塔結構設計慣例
  6. Structural design of low - rise buildings - code of practice for suspended concrete floors for housing

    矮層建築物結構設計.第4部分:住宅用懸式混凝土樓板實用規程
  7. Structural design code for special structures of water supply and waste water engineering

    給水排水工程構築物結構設計規范
  8. 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。
  9. Structural use of steelwork in building - code of practice for stressed skin design

    建築用鋼製件.第9部分:應力外殼設計慣例
  10. Structural use of steelwork in building - code of practice for design of light gauge profiled steel sheeting

    建築物用結構鋼製件.第6部分:薄壁鋼板設計慣例
  11. Code for structural design of heating pipelines in city and town

    城鎮供熱管網結構設計規范
  12. Code for structural design of pre - stressed concrete water transmission

    預應力混凝土輸水管結構設計規范
  13. Code for structural design of buried steel oil and gas transmission pipeline

    埋地輸油輸氣鋼管道結構設計規范
  14. Structural use of steelwork in building - code of practice for design of cold formed thin gauge sections

    建築物鋼鐵架結構應用.冷成型薄式量規剖面設計實用規程
  15. Structural design of low rise buildings - code of practice for masonry walls for housing

    低層建築物的結構設計.住房砌築墻的實用規程
  16. Structural use of steelwork in building - code of practice for design - rolled and welded sections

    建築中使用的鋼制結構.設計的實施規范.軋制和焊接型材
  17. Structural use of aluminium - code of practice for design

    鋁的結構使用.設計實用規程
  18. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been

    本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。
  19. 1 summarization at present, super - length tall buildings are ever - increasing by popular. expansion and contraction joint is not supposed to be located or at least frequently located in average buildings for the requirements of their functions. the longest space between two expansion and contraction joint, which is set in code for structural design is frequently exceeded in cast - in - place frame structure

    目前超長高層建築日見增多，由於功能以及使用上的需要，要求不設或少設伸縮縫，結構設計規范對現澆框架結構不設伸縮縫的最大間距的規定常常被突破，這就需要考慮溫度對結構的影響。
  20. Structural design of low - rise buildings - code of practice for timber floors and roofs for housing

    低層建築物的結構設計.住宅用木地板和屋頂的實用規程
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