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code for design of concrete structure
相关语句
  混凝土设计规范
     It is suggested that the provision should add cutting ravage calculation of base foundation(slab) around column(pile) to Code for Design of Concrete Structure .
     建议混凝土设计规范增加钢筋混凝土承台 (基础 )柱 (桩 )周直剪计算公式
短句来源
  混凝土结构设计规范》
     This paper evaluated the durability of four kinds of concrete, which the cement content less than the requirement of 3.4.2 item in GB50010-2002 Code for design of concrete structure, in a stadium structure through the test in situ and strength and durability of concrete core sample test in laboratory.
     本文通过现场检测、试验室中混凝土芯样强度与耐久性检测和对检测结果的分析,对某体育场结构混凝土中水泥用量小于《混凝土结构设计规范》GB50010-2002第3.4.2条要求的四种强度等级的混凝土进行了耐久性评价。
短句来源
     [Code for design of concrete structure] (GB50010-2002) point out that HRB400 ( Hot rolled Ribbed Bar ) have precedence than other kinds bar in the concrete construction.
     《混凝土结构设计规范》(GB50010—2002)指出在混凝土结构中优先选用HRB400(Ⅲ)钢筋,将HRB400钢筋作为主力钢种予以推广。
短句来源
     This paper summarized the development and feature about the η l 0 calculation method for second order moment of RC frame column in standards of various countries, and illustrated the advantage and disadvantage about η-l 0 method in China National Standard "Code for Design of Concrete Structure"(GBJ10-89).
     概括了各国设计规范用于钢筋混凝土框架柱二阶弯矩计算的 η- l0 法的发展过程和特色 ,说明了我国《混凝土结构设计规范》(GBJ10 - 89)采用的 η- l0 法的优势和不足。
短句来源
     It's bearing capacity of flexure member can be calculated by the formula of cross-section in the Code for design of concrete structure (GB50010-2002). The result shows that: whether =fy420MPa orfy=400MPa, the HRB500 steel bar member is safe enough.
     受弯构件可按现行《混凝土结构设计规范》GB50010-2002中受弯构件的正截面的承载力计算公式计算,无论取f_y=420MPa或f_y=400MPa,采用HRB500级钢筋混凝土构件均有足够的安全储备。
短句来源
     According to the Code for design of concrete structure (GB50010-2002), the bearing capacity of HRB500 steel bar under shear can be calculated by the formula of bearing capacity in oblique cross-section.
     受剪承载力可按现行《混凝土结构设计规范》GB50010-2002中规定的斜截面承载力公式计算。
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  “code for design of concrete structure”译为未确定词的双语例句
     Anchoring of Reinforcements in Code for Design of Concrete Structure
     混凝土结构中钢筋的锚固
短句来源
     Rectification of Margin of Safety in Code for Design of Concrete Structure
     混凝土结构设计规范安全度的调整
短句来源
     Current code for design of concrete structure (GB50010—2002) isrelatively safe in setting down the corbel’s height, horizontal longitudinal reinforcing steel bar and stirrup.
     现行的钢筋混凝土结构设计规范GB50010—2002对于牛腿高度、水平纵向钢筋和箍筋的确定方法是偏安全的。
短句来源
     Discussion on Some Provisions of Code for Design of Concrete Structure (GB50010—2002)
     混凝土结构设计规范若干问题的讨论
短句来源
     This research subject is the sixth passel subject of code for design of concrete structure.
     本课题为国家混凝土结构设计规范第六批科研课题。
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This paper introduces design methods for composite members in the newly revised 《Code for Design of Concrete Structures》 (GBJ 10-88). A composite member is a structural element composed of a precast part and a cast-in situ part, which act together and provide its strength.In the composit member, full transfer of horizontal shear forces should be assured at the interfaces.The design should take account of the effect of the stresses resulting from two stages of loading upon the serviceability...

This paper introduces design methods for composite members in the newly revised 《Code for Design of Concrete Structures》 (GBJ 10-88). A composite member is a structural element composed of a precast part and a cast-in situ part, which act together and provide its strength.In the composit member, full transfer of horizontal shear forces should be assured at the interfaces.The design should take account of the effect of the stresses resulting from two stages of loading upon the serviceability limit state.

本文主要介绍新修订的《混凝土结构设计规范》(报批稿)中叠合构件的设计方法。指出在设计中应保证叠合面能完全传递水平力,同时要考虑到由二次加荷产生的应力对正常使用极限状态的影响。

This paper briefly presents the learring experiences for the design method of ultimate capacity limit state in the newly revised 《Code for Design of Concrete Structures》 of China. Emphasis is laid upon the main parts, which have been modified and supplemented in the new Code, including the calculation method for the design of resistance in normal cross section and in diagonal cross section, as well as in twisty cross section under complex action of forces for the reinforced...

This paper briefly presents the learring experiences for the design method of ultimate capacity limit state in the newly revised 《Code for Design of Concrete Structures》 of China. Emphasis is laid upon the main parts, which have been modified and supplemented in the new Code, including the calculation method for the design of resistance in normal cross section and in diagonal cross section, as well as in twisty cross section under complex action of forces for the reinforced concrete and prestressed concrete elements.

本文是作者对《混凝土结构设计规范》(报批稿)中关于承载能力极限状态设计方法的学习体会,着重介绍对钢筋混凝土和预应力混凝土构件承载能力计算方法的重要修订和增订内容,包括构件的正截面承载力、斜截面受剪承载力和复合力作用下的构件扭曲截面承载力的计算。

This paper introduces the design method for deep beams in the newly revised 《Code for Design of Concrete Structures》 (GBJ 10-88). This refers to flexural members having a slenderness ratio l_0/h≤2 for simple beams, or≤2.5 for contionuous beams.

本文简要介绍新修订的《混凝土结构设计规范》中深梁的设计方法。由于深梁的受力性能、破坏形态与一般钢筋混凝土梁(浅梁)有很大不同,因此其正截而受弯承载力、斜截面受剪承载力的计算方法以及构造要求也都带有自身的特点。

 
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