混凝土结构设计规范

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。

The formula in Code for design of concrete structures ( GB50010-2002 ) can used to estimate the width of crack .

而且新颁布的《混凝土结构设计规范》GB50010-2002中，也明确提出将HRB400级钢筋作为钢筋混凝土结构的主导钢筋。

In the new Code for design of concrete structures ( GB50010-2002 ) , it 's also pointed out definitely .

本文主要成果己被我国《混凝土结构设计规范》（报批稿、GB50010－XX）吸收。

The main achievements and proposals in this paper are accepted by new Chinese Reinforced Concrete Structure Design Code ( GB500 I O-XX ) .

结合现行《混凝土结构设计规范》，通过试验数据的回归分析，建立了在集中荷载作用下RAC简支梁抗剪承载力的计算公式。

Combined with the existing " Design of Concrete Structures ", through regression analysis of test data , the formula of shearing strength of CRC beam under concentrated loads is established .

最后按照《水工混凝土结构设计规范》（DL/T5057-1996）附录H中的应力配筋方法进行配筋设计。

The last step is to proceed the design of placing steel bars in terms of the method of placing steel bars in according with the stress diagrams , this method is addressed in the appendix H " Code of Design Hydraulic Concrete Structure " ( DL / T5057-1996 ) .

随着《混凝土结构设计规范》（GB50010-2002）的颁布实施，高强度钢筋在混凝土结构中得到了广泛的应用。

Since the Code for Design of Concrete Structures ( GB50010-2002 ) was carried out , high-strength reinforced bar is widely used in concrete structures .

论文采用水工混凝土结构设计规范（DL／T5057-1996）规定的拉应力图形配筋法进行配筋设计。

In this paper , we design the reinforcing bars with the tensile stress graphics reinforcement method given by hydraulic concrete structure design criterion ( DL / T5057-1996 ) .

本文所建立的数学模型和受力分析，均按照现行《混凝土结构设计规范》（GB50010-2002）进行，对工程设计人员具有一定的参考价值。

The mathematical model and the analysis are in accordance with existing code for design of concrete structures ( GB50010 - 2002 ) and provide the reference to designer .

因此，现行《混凝土结构设计规范》（GB50010-2002）所采用的抗剪设计公式需要进一步完善，剪切增强系数应该适当提高，同时，混凝土抗拉强度的统计参数提供要相对精确。

So the calculating model of shear-resistance taken in the current design code is necessary to be perfected and the statistical characters of concrete flexural strength should be more accurate .

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。

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 .

由于考虑到建筑上的美观和结构的整体性，这些建筑往往不设或少设温度伸缩缝，致使通长不设缝的结构长度远远超出了《混凝土结构设计规范》（GB50010-2002）规定的限值。

These buildings usually have no or less expansion joint , which leads to the length of whole structure oversteps the restrictive value of code for design of concrete structures ( GB50010-2002 ) .

而现行的《混凝土结构设计规范》（GB50010-2002）只初步解决了常温下混凝土结构的计算问题，尚无相应的高温后桥梁结构的安全状态评估规程可循。

The current " Design of Concrete Structures " ( GB50010-2002 ) can only calculate concrete structures at room temperature , and there is no corresponding high-temperature safety assessment rules of bridge to follow .

深入研究了《混凝土结构设计规范》（GB50010-2002）中的规范条款，按规范顺序分章节详细讲解了钢筋混凝土结构设计原理。

Further investigate the clause of standardizing in " Code for design of concrete structures ( GB50010-2002 ) ", according to standardize order divide into chapter explain the structural design principle of concrete in detail .

而对《混凝土结构设计规范》（GB50010-2002）中的双向受弯框架柱的计算方法，能否用来分析双向受弯梁的斜截面受剪承载力尚不清楚。

And it is unknown whether the calculation formula of frame column under biaxial bending in the Code for Design of Concrete Structures ( GB50010-2002 ) is suited to apply to calculate the biaxial bending beams .

《混凝土结构设计规范》（GB50010－2002）颁布和实施以后，HRB400（新Ⅲ级钢）钢筋作为主导钢筋推广应用于工程结构。

A new steel bar ( HRB400 ) has been widely used in engineering structure , after the Code for design of concrete structures ( GB50010 - 2002 ) had been promulgated and implemented .

根据《混凝土结构设计规范》（GB50010-2002）的计算公式，并结合工程实际，计算出一些修正系数，推导出一种简便的计算方法。

According to the calculating formulas in the Criteria for Concrete Structure Design ( GB50010-2002 ) and combined with engineering actual situation , this paper calculates and comes up with some modified parameters , and deduces a simple calculating method .

结合新的《混凝土结构设计规范》（GB50010-2002）和体外预应力加固混凝土结构的一些理论，对预应力损失的计算进行了分析和改进，提出了适用于预应力加固钢结构的预应力损失计算方法。

Combined with the new code for design of concrete structures and some theories of concrete structures strengthened by external prestressing , the analysis and modification on the calculation of loss of prestress is taken on and the calculating method of it is presented .

基于混凝土结构设计规范（GB50010-2010）给出了微粒混凝土单轴受压率相关本构模型。

The uniaxial compressive constitutive model of the microconcrete with strain rate effect is fitted by using the compressive stress-strain relationship of concrete in the China code for design of concrete structures ( GB50010-2010 ) .

以《混凝土结构设计规范》（GB50010-2002）、《公路钢筋混凝土及预应力混凝土桥涵设计规范》（JTJ021-85）及其讨论稿为依据，提出了碳纤维布抗弯加固梁受弯承载力计算公式。

Design algorithms in Specifications for Highway Bridges and Culverts ( JTJ021-85 ) format as well as Code for Design of Concrete Structures ( GB50010-2002 ) format are proposed to predict the capacity of available beams strengthened in flexure with CFRP .

混凝土结构设计规范安全度的调整

Rectification of Margin of Safety in Code for Design of Concrete Structure

新版《混凝土结构设计规范》的分析探讨

Analysis of " Code for Design of Concrete Structures "

浅谈《混凝土结构设计规范》的调整变化

Adjustment of " Code for Design of Concrete Structures "

港口工程混凝土结构设计规范

Code for design of concrete structures in port engineering

建筑、桥涵和水工三种混凝土结构设计规范比较

Comparison and Discussion about Building , Bridges and Hydraulic Concrete Structure Design Codes

混凝土结构设计规范共性规定统一的必要性与可能性

Necessity and Possibility of Unified Common Stipulations of Code for Design of Concrete Structures

混凝土结构设计规范中若干材料与基本计算规定问题

Some Problems about Materials and Basic Calculation Rules in the Concrete Structure Design Code

钢筋混凝土结构设计规范剪扭公式的分析比较

An Analysis of the Calculating Formulas in Shear and Torsion of Reinforced Concrete Structure Design Code

混凝土结构设计规范

Code for design of concrete structures

《混凝土结构设计规范》中的承载能力极限状态设计方法（上）

Design Method of Ultimate Capacity Limit State in Chinese 《 Code for Design of Concrete Structures 》

在可靠度分析的基础上提出了并筋梁的设计建议，可供我国混凝土结构设计规范修订时参考。

This proposal can be used as a reference for future revision of the Chinese Design Code .