monolithic beam 中文意思是什麼

monolithic beam 解釋
整體式梁
  • monolithic : 單塊的
  • beam : n 1 梁，棟梁，桁條；（船的）橫梁。2 船幅；（動物、人的）體幅。3 （秤）桿，杠桿，（織機的）卷軸，...
  1. Construction technology of pre - stressing concrete hollow plate beam precasted by monolithic tension method

    整體張拉法預制預應力混凝土空心板梁
  2. Advanced technical ceramics - test methods for determination of fracture toughness of monolithic ceramics - chevron notched beam method

    高級工業陶瓷.塊體陶瓷斷裂韌性測定的試驗方法.人字切口橫梁法
  3. Advanced technical ceramics - test methods for determination of fracture toughness of monolithic ceramics - single - edge vee - notch beam method

    高級工業陶瓷.單片陶瓷斷裂韌性測定的試驗方法.單邊v形切口橫梁法
  4. Advanced technical ceramics - test methods for determination of fracture toughness of monolithic ceramics - part 3 : chevron - notched beam method ; german version cen ts 14425 - 3 : 2003

    高級工業陶瓷.單片陶瓷斷裂韌性測定的試驗方法.第3部
  5. The results show that the performances of precast prestressed beam - to - column concrete connections with unbonded tendons are equal or superior to that of a monolithic connection in terms of ductility and displacement - restoring capacity

    結果表明，無粘結預應力裝配式混凝土框架連接具有良好的耗能能力，在延性和變形恢復能力上比現澆連接更優。
  6. Throw the research we can get the performance of the joint of the unbond precast and pretressed continuous beam and how the moment redistributes. we got the conclusion that compare the monolithic prestressed continuous beam, the unbond precast and pretressed continuous beam has short amplitude modulation capacity

    得到預制預應力連續梁接縫處的受力性能，內力重分佈的表現形式，並認為在極限荷載下預制預應力連續梁的調幅能力低於整澆式連續梁等特性。
  7. By way of these tendons, precest beams and columns can be assembled conveniently, and the joints and frame are monolithic and continuous. consequently, compared with common reinforced concrete frams, this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames. also it forms the framework of subassemblage and prestressed concrete frames, and explores a new way for industrial production of prestressed structures. by analyzing this system, a series of conclusion are provided, incluing modulation of bending moment produced by vertical loads within beam end, secondary internal forces produced by pretress force, shear resistance of the end of beams, the influence of lateral restrains. theresearch results of this paper are proved to be practical. some advices are also brought forward on the design process

    后張預應力筋既可作為施工階段拼裝手段，又可在使用階段承受梁端彎矩，構成整體受力節點和連續受力框架，克服了裝配式節點受力可靠性差的缺陷，解決了預應力混凝土框架難以裝配的問題，形成預制預應力混凝土裝配整體式框架，開辟了預應力結構工業化生產的新途徑。本文針對預壓裝配式預應力混凝土框架，從豎向荷載作用下的梁端彎矩調幅、施加預應力在框架中產生的次內力、梁端抗剪承載力、考慮側限的無側移框架的承載力分析四個方面對該種裝配式結構體系的性能做了詳細的研究。
  8. The precast and pretressed continuous beam is differente from the monolithic prestressed continuous beam in capability. so there shoule be difference in performance on load. because of little research in this field, i designed and tested three beams which is two - span continuous beams

    由於裝配式預應力混凝土連續梁與通常的整澆式預應力混凝土連續梁的性能有較大的區別，其受力性能也應有所不同，但目前在國內外對此類結構形式還缺乏較為系統的研究。
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