bonded section 中文意思是什麼

bonded section 解釋
膠結部分
  • bonded : adj. 1. 有債券作保證的；有抵押的，有擔保的。2. （貨物）存入[關棧]待完稅的。3. （織物）多層黏合的；【化學】化合的，結合的。
  • section : n 1 （外科、解剖的）切斷；切割；切開。2 【外科】切片，【金相】磨石。3 （果子的）瓣。4 【數學】截...
  1. Normal section bearing capacity of rc beams strengthened by bonded steel plates

    梁的正截面承載力
  2. The prime works are as follows : strain and stress distribution of section was analyzed. the effect of prestress degree. on cracking moment was explored. the relation of the unbonded prestress increment to effective reinforcement index and corresponding bonded prestress increment were studied. the formulae had been established

    其次，設計了三根活性粉末混凝土無粘結預應力疊合梁，兩點對稱集中加載、一次受力，得到了它們的截面應變分佈、撓度與變形、無粘結預應力鋼絞線的預應力增量、裂縫的發展與分佈以及極限荷載。
  3. The dynamic model of the section - varying intelligent piezoelectric beams with surface - bonded piezoelectric element is developed and the natural frequencies are analyzed

    建立變截面智能壓電梁的動態模型，分析表面粘貼壓電元件的均質梁的固有頻率。
  4. In order to assure the bonded - strengthened beams to have ductility and fully exert the compressive capability of concrete, the paper deduces the lower limit compressive height used in design from the plane section assumption and theory of limit destruction. the lower limit compressive height is when the strain of compressive edge fiber reaches its peak value ( 0. 002 ) and the externally bonded material reaches its limited strain ( 0. 01 )

    由平截面假定和界限破壞理論，並保證粘貼加固梁具有一定的變形能力和較為充分地發揮混凝土的抗壓性能，本文以受壓區混凝土邊緣應變達到峰值應變（ 0 . 002 ） ，而加固材料應變剛好達到極限值（ 0 . 01 ）的界限破壞時混凝土受壓區高度做為粘貼加固梁設計高度的下限值_ （ c0b ） h 。
  5. In this treatise, the structure design of a super high - rise building ( shenzhen futian bonded section finance building ), and the optimal countermeasure is as an example. with it, the application in the work of optimization method is produced and the meaning of the optimal design is expatiated in several ways

    本文結合深圳福田保稅區金融大廈這幢超高層建築的結構設計及其所採取的優化對策，從多個方面介紹了優化在工程實踐中的應用，闡述了優化設計的意義。
  6. An applied example of section steel - bonded reinforcement for cantilever beam

    懸臂梁粘型鋼加固應用實例
  7. At first, this thesis analyzes the main causes in theory, which have effects on the redistribution of internal force and modulation of moment for the bonded post - tensioned partially prestressed concrete frame ( for short prestressed frame ), including the relative height of compressive zone of section ( ), secondary moment and types of load applying. then, this thesis analyzes the test of prestressed frame. then, a method, called curvature - force method, for nonlinear analysis of prestressed frame is put forward

    本文首先從理論上分析了影響后張有粘結部分預應力混凝土框架（簡稱為預應力框架）內力重分佈和彎矩調幅的主要因素，即相對受壓區高度、次彎矩和加載方式等，並初步分析了兩榀只加豎向荷載和兩榀既加豎向荷載又加水平荷載的單層單跨預應力框架靜力加載的試驗。
  8. Hae is and consists of 3 major parts around the baiyun airport : the airport business section, airport new and high technology & logistic industry base, and guangzhou huadu airport bonded zone for processing and logistics presently, several large - scale projects such as fedex asia - pacific express hub, guangzhou hyundai commercial vehicle, shenzhen airlines, and hainan airlines have been settled here

    目前， 「花都空港經濟園」正處于熱火朝天的開發建設過程當中，已有聯邦快遞亞太轉運中心、廣汽現代商用車、深圳航空、海南航空等多個大型項目進駐。
  9. We analyes post - tensioned prestressing properties and comparing with practiced results. we analyse one - way precast slab sandwich negative moment section resistant crack properties and two - way precast slabs sandwich under plane resistant crack at unprestressed section and second - prestressing propties. we compare canceling bonded reinforcement with laying on bonded reinforcement resistant crack properties and deformation. auxiliary lab include : concrete resistant pollution intensity. concrete resistant compressing intensity and elastic modulus, compare with results of code. analyse sandwich ' s strain and long - time stress, strain and introduce a new method through theory calculating long - time stress and strain

    配套的試驗研究有：混凝土的抗拉強度和彈性模量試驗及混凝土的抗壓強度和彈性模量試驗，混凝土的極限抗拉強度和極限拉伸應變試驗，並與《混凝土結構規范》 （ gb50010 - 2002 ） ，結果進行了對比；單塊夾層板放張階段的彈性應力、應變分析和長期應力、應變分析，並詳細介紹了按混凝土徐變理論進行長期應力、應變分析的方法。
  10. In consideration of the principle in which all of the prestressed concrete members in a same structure have to satisfy the two types of limit state, the design method on normal section of prestressed concrete members in statically indeterminate structures, taking account of the effect of the prestressing process, is presented to avoid the shortage in design method of post - tensioned bonded concrete frame structures at present

    本文針對現行超靜定預應力混凝土框架結構設計方法還存在的一些問題，在前人的基礎之上對現行超靜定預應力混凝土結構設計方法加以分析和研究，提出了一種超靜定預應力混凝土結構構件正截面設計的單位面積法。
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