design of building structures 中文意思是什麼

design of building structures 解釋
建築結構設計
  • 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。
  • structures : 構築物
  1. A talk about determination of the partial load factors in design of building structures

    淺談建築結構設計中荷載分項系數的取值
  2. Based on the philosophy of capacity design, the formulas of overstrength of coupled - shear wall were established to offer the theoretical references for the evaluation on the seismic performances of the shear - wall structures designed by current building codes based on bearing capacity method under severe earthquake, which has been proved correct by the results of nonlinear full range analysis

    摘要基於能力設計原理，建立了聯肢剪力墻結構極限承載力的超強計算公式，為按現行規范以承載力設計的剪力墻結構評估其在罕遇地震下的抗震性能提供理論依據，並結合實際工程中剪力墻的計算和非線性分析結果，證明了本文方法的正確性。
  3. The design of mulistory light - weight steel structures for residential building

    多層輕鋼結構住宅體系設計
  4. Unified standard for design of building structures

    建築結構設計統一標準
  5. Considering that the characteristics of our country ' s highway tunnels are always of long spans, tabular and of various geometry, by means of thorough analysis of the different problems existed in the design of support structures of the tunnels at present, this paper pays special attention to the two key problems, optimization method of form selection of structural section of the tunnel as well as the stability and bearing capacity of the support structures, in the design of the long and large tunnel on high - class highway, introduces the simplified complex - form optimum method in the structure optimization theory, discusses the optimum design model of lining section of highway tunnel with satisfying demands in building clearance, ventilation and load conditions, puts forward an optimization method of form selection of three different kinds of lining sectional forms ( i. e. single - center circle, three - center tabular circle and three - center sharp circle ), establishes a complete set of systematic optimum design the ory and method of long and large tunnel on high - class highway, develops the corresponding computer software used on the planned xuefeng mountain highway tunnel on shaoyang to huaihua expressway in hunan province for optimization of form selections of the structural sections, and obtains a series of relatively reasonable structural design parameters

    本文針對我國公路隧道多為大跨度、扁平、幾何形狀呈多樣化的特點，通過深入分析目前隧道支護結構設計中存在的各種問題，抓住高等級公路長大隧道設計中隧道結構斷面的優化選型及隧道支護結構的穩定性與承載能力兩個核心問題，引入結構優化理論中的簡易復合形優化方法，深入探討了滿足建築限界、通風條件、受力狀態約束等條件下公路隧道襯砌斷面優化設計模型，提出了三種襯砌斷面形狀（單心圓、坦三心圓和尖三心圓）的優化選型方法，建立起一套完善的高等級公路長大隧道的系統優化設計理論與方法，並開發出相應的計算機程序，用於擬建的上海至瑞麗國道主幹線湖南省邵陽至懷化高速公路雪峰山長大高速公路隧道的結構斷面優化選型，得出了一系列較為合理的支護結構設計參數。
  6. 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。
  7. Because the regulation of deformation limits in some kinds of codes is mainly provided by experiences, not calibrated according with the unified standard for reliability design of building structures ( gb50068 - 2001 )

    鑒于適用性（正常使用極限狀態）方面各規范對變形限值的規定還是以經驗為主，而未根據《建築結構可靠度設計統一標準》 （ gb50068 - 2001 ）的要求對其進行校準的實際情況。
  8. Abstract : based on the mechanics and aesthetics of the high - rise building, the structural style, space structure stress and fittable range of the high - rise building is analyzed. it also points out that the concept of mechanics and aesthetics in structural design and comes up with the methods and approaches of conceptural design in structuce. based on the understanding and knowledge of the designs of architectural styles of structures, the methods play an important role in designing conception and the choice of structural systems

    文摘:從滲透于多層和高層建築的力學及美學概念，分析了多層、高層建築空間結構的受力特點、結構型式及適用范圍.基於對建築結構造型設計的理解和認識，分析了滲透于設計之中結構的力學概念和美學概念，提出了結構造型概念設計的思路和方法.這種方法對于設計構思和結構宏觀體系選擇具有一定的借鑒價值
  9. 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。
  10. 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。
  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. Our engineering services include ( but not limited to ) major or landmark bridge design ; structural design on special building structures ; project construction management ; bridge construction supervision, monitoring and evaluating as well as retrofitting program consulting of existing bridges

    主要致力於工程設計咨詢、特殊建築結構設計咨詢、工程項目管理咨詢與橋梁工程監理、檢測、評估、維護等專業咨詢服務。
  13. Scheme, analysis and design of building structures, bridge structures, specials structures and foundation structures ; analysis and treatment of construction accidents ; design and construction of pc structures

    建築結構、橋梁結構、特種結構、基礎工程的方案、分析。工程事故處理、預應力結構設計與施工。
  14. 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。
  15. Loading code for design of building structures

    建築結構荷載規范
  16. Based on the investigation of resident houses in taishun which was destroyed by shanxi reservoir earthquake and the site inspection of the destruction of building near epicenter, it is pointed out that the reason for severe seismic damage is that masonry - concrete structures built in recent years did not obey the rule of the code for seismic design of buildings [ 1 ], which mainly contains three aspects, first, the construction of wall was not consistent with the code, second, the design of structure was not reasonable, last, the site selection of base foundation was not good enough

    摘要通過對今年2月4日2月16日文成、泰順發生的珊溪水庫一系列地震中受災的民房破壞調查（現場勘察地震給震中附近的建築造成的破壞） ，筆者指出這次系列地震震害較重的主要原因是：近年農村新建的磚混結構沒有按《建築抗震設計規范》建設，主要有三個方面：其一，墻體違反規范施工；其二，結構設計不合理；其三，地基基礎選址不恰當。
  17. The particular two - lever load - carrying system of mega - frame is not only helpful to increase integrity of the structures, improve structural safely properties, economize material and engineering cost, but also bring more flexibility for building design

    其獨特的兩級受力體系不僅有利於提高結構整體性，改善結構安全性能，減少材料用量和工程造價，亦給建築設計帶來了更大的靈活性;但同時也導致其力學分析較為復雜。
  18. Several advices of the aseismic design of buried structures are given in conclusion. the method to realize the analysis of soil - buried structure dynamic interaction is also valuable even to the analysis of building structures, bridges and dynamic machine foundations, etc

    文中所論述的利用通用有限元分析軟體ansys實現土-地下結構體系動力計算的方法，對地面建築結構、橋梁結構的抗震分析、機械動力基礎分析等也具有參考價值。
  19. Optimum aseismic design of high - rise building for whole system and whole life optimization has to be considered, including five aspects : a ) optimization of structure function ; b ) optimization of structure selection ; c ) optimization of structure system ; d ) optimization of structure dimensions ; e ) optimum design of aseismic structures base on optimal fortification intensity

    高層建築考慮全系統和全壽命的抗震結構優化設計，應包括五個層次：一是結構功能的優化；二是結構選型的優化；三是結構體系的優化；四是結構尺寸的優化；五是基於最優設防烈度的抗震結構優化設計。
  20. Design of building and civil engineering structures

    在工程結構的可靠與經濟適用與美觀之間
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