The formula in Code for design of concrete structures (GB50010-2002) can used to estimate the width of crack.
可用《混凝土结构设计规范》（GB50010-2002）的公式估计其裂缝宽度，安全性高。
This paper introduces design methods for composite members in the newly revised "Code for design of Concrete Structures" (GBJ 10-88).
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。
The main amendments of national standard Code for Design of Concrete Structures (gb50010-2002) for the reinforcement calculation are introduced.
简要介绍了《混凝土结构设计规范》(GB 5 0 0 1 0—2 0 0 2)中有关构件配筋计算的主要改变。
According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.
根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。
The calculation of flexural strength of reinforced concrete members in Code for Design of Concrete Structures (GB50010-2002) is the equivalent rectangle method based on the plane section assumption.
现行《混凝土结构设计规范》（GB50010-2002）中正截面承载力的计算方法是基于平截面假定的等效矩形计算方法。
In our national Design Code of Reinforced Concrete Structures TJ10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
我国钢筋混凝土结构设计规范(TJ10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
As compared to design codes of practice in developed countries, the safety margin of structural members set in the Chinese Building Code for Concrete Structures is rather low.
我国混凝土结构设计规范的安全设置水准与国际通用标准之间存在着相当大的差距。
This guide contains proposed code provisions for the design of concrete-filled steel tubular structures, which are based on the research in CABR during the years of 1980-1986.
本指南所包括的是钢管混凝土结构设计的规范性条款，是根据中国建筑科学研究院1980至1986年期间完成的科研成果编制的。
This guide contains proposed code provisions for the design of concrete-filled steel tubular structures, which are based on the research in CABR during the years of 1980-1986.
本指南所包括的是钢管混凝土结构设计的规范性条款，是根据中国建筑科学研究院1980至1986年期间完成的科研成果编制的。
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