混凝土结构设计规范
- 网络Code for design of concrete structures
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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 .
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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 .
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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 ) .
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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 .
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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 ) .
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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 .
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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 ) .
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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 .
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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 .
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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 .
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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 ) .
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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 .
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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 .
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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 .
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《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 .
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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 .
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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 .
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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 ) .
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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 .
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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
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新版《混凝土结构设计规范》的分析探讨
Analysis of " Code for Design of Concrete Structures "
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浅谈《混凝土结构设计规范》的调整变化
Adjustment of " Code for Design of Concrete Structures "
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港口工程混凝土结构设计规范
Code for design of concrete structures in port engineering
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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
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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
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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
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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
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混凝土结构设计规范
Code for design of concrete structures
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《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 》
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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 .