code for design of building 中文意思是什麼

code for design of building 解釋
建築地基基礎設計規范
  • 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...
  • 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（...
  • of : OF ＝Old French 古法語。
  • building : n. 1. 建築物，房屋，大樓，大廈。2. 製造；營造，建築；組合，組裝；建築術。
  1. Code for design of dormitory building

    宿舍建築設計規范
  2. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  3. Code for design of building water supply and sewerage

    建築給水排水設計規范
  4. Code for design of building water supply and drainage

    建築給水排水設計規范
  5. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此，為了探討這類剪力墻結構的抗震性能，本文以我國現行《建築抗震設計規范》 （ gb50011 - 2001 ）的要求為基礎，通過1 15的縮尺比，將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗，研究了墻板與邊框柱的共同工作性能，分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理，並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能，得出了一些有益的設計理念和方法。
  6. 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
  7. According to the code for aseismatic design of building structure ( gbj11 - 89 ), the seismic base - shear method has always been used to calculate the seismic response of building structures. in those structures, their weights and rigidities equally distribute along their heights which do not exceed 40m, and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )

    我國《建築抗震設計規范》 （ gbj11 ? 89 ）中規定，對于重量和剛度沿高度分佈比較均勻、高度不超過40m ，並以剪切變形為主（房屋高寬比小於4時）的結構，可採用近似計演算法，即底部剪力法來計算其地震響應。
  8. In this paper, load effect combination, resisting buoyancy of basement, load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed

    摘要該文探討的是《建築結構荷載規范》中有關荷載效應控制的組合、地下室抗浮、地下室外墻和底板的荷載組合以及消防車等效均布荷載的確定等內容。
  9. 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
  10. Code of practice for design of joints and jointing in building construction

    建築結構的接縫及連接設計實用規程
  11. This paper analyzes the feasibility and theory evidence as additional load according to code for seismic design of buildings and load code for the design of building structures. the paper puts forward a kind of predigest account method aiming at these problems by the feasibility analyzes of the gabled frames as additional load and defining a magnified coefficient through analyzing the level earthquake force at the floor of this building according to the code for earthquake this force is in the total building and the gabled frames as additional load multiply a certain magnified coefficient

    本文針對目前出現的問題，參照建築抗震設計規范和建築荷載規范通過對上部結構作為附加荷載的可行性分析，分析整體計算樓層的底部水平地震力和把加層部分作為附加荷載乘以放大系數來計算樓層的底部水平地震力，當兩者相等或接近時，即可確定放大系數，從而提出簡化計算方法。
  12. The recorded earthquake response data from buildings can be used to facilitate necessary studies to improve code for seismic design of building so as to reduce losses of life and property during damaging earthquakes

    摘要建築結構上獲取的地震反應記錄有助於促進建築抗震設計規范的改進，從而減輕地震引起的生命財產損失。
  13. Hrb400 steel bar, which is called new grade steel bar, has been defined the leading steel bar using in building structures by code for design of concrete structures ( gbj 5002 - 2002 ). it has been used widely in these years

    Hrb400級鋼筋自2002年被新頒布的《混凝土結構設計規范》 （ gb50010 - 2002 ） （文中簡稱規范）作為鋼筋混凝土結構的主導鋼筋以來，已被廣泛地應用在建築工程中。
  14. Loading code for design of building structures

    建築結構荷載規范
  15. Code for design of building structure in petrochemical enterprises

    石油化工企業建築結構設計規范
  16. Code for design of building

    建築地基基礎設計規范
  17. To conduct detailed geotechnical investigation in accordance with the current code for investigation of geotechnical engineering and code for design of building foundation

    按照國家及上海市現行的《巖土工程勘察規范》及《地基基礎設計規范》的有關要求進行詳勘。
  18. Combined with code for design of building foundation and code for foundation treatment ( in china ) these two methods are replenished here. 6. this paper deduced the formula of ultimate bearing capacity based on the principle of limit equilibrium and the formula of determining the length of reinforcement based on equilibrium of anchoring segment outside shear failure lines by analyzing two limit equilibrium modes, those are limit breaking and pullout of reinforcement

    （ 8 ）三維土工格室的承載力計算公式相當缺乏，論文中指出r . m . koeme :提出的土工格室承載力計算公式不符合力的平衡原理，並推導出土工格室加筋地基承載力的改進公式，用算例比較了有無土工格室加筋的效果。
  19. This paper quantitatively analyzes how shear strength parameters influence bearing capacity of foundation according to fitting the bearing capacity factors of calculation formulas in the 《 code for design of building foundation 》 and illustrates the importance of the correct choice of test methods and test type in engineering practice with two examples

    摘要擬合了《建築地基基礎設計規范》中承載力系數的計算公式，據此定量分析了土的抗剪強度指標對地基承載力計算結果的影響程度，並以實例說明了工程實踐中正確選用試驗方法和試驗類型的重要性。
  20. At last, based on the research results of energy dissipator and structure with energy dissipation at home and abroad, combined with the chinese code for seismic design of building, the seismic design principle and methods for structure with energy dissipator are studied

    最後，根據國內外耗能器和耗能減震結構的研究成果，結合我國的建築結構抗震設計規范，探討了耗能減震結構的設計原則和方法。
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