钢筋

In this paper, on the basis of analysis of the corrosion mechanism of reinforced concrete for pile foundations, the corresponding measures and construction of corrosion protection for the pile foundations of Tongan Bay Bridge in Xiamen are presented.

本文通过分析桩基工程中钢筋混凝土的腐蚀机理，阐述了厦门同安湾大桥桩基采取的相应防腐措施及施工情况。

Thurlimann B Torsional strength of reinforced and prestressed concrete beams-CEB approach Concrete Design:US and European Pacfices , 1976,null

程远兵 钢筋混凝土构件在弯矩和扭矩共同作用下的全过程分析天津：天津大学土木工程系， 1988，null

In slabs,under the combined action of vertical load and lateral load,slab-column connections will transter punching shear and unbalanced moment.

钢筋混凝土板柱结构体系，在风荷载或地震作用等水平荷载及竖向荷载共同作用下，板柱节点除了要传递垂直剪力外，还必须传递较大的不平衡弯矩。

The effects of deformation and internal forces produced by transverse bias of arch axis are analyzed by simulative computing.

针对某上承式钢筋砼箱板拱桥建成后的拱轴线与设计拱轴线发生横桥向偏离，通过计算仿真分析探讨拱轴线偏离对主拱内力和变形的影响，提出了几种改善主拱受力状态的措施，为同类拱桥的施工偏差和加固维修提供借鉴

This paper mainly focused on some basic research as follows:(1) ANSYS finite element calculation software and the APDL design language were used to set up two model structures—the reinforced concrete floor model and the prestressed space composite trass model.

本文就该结构做了以下几点基础性研究工作：(1)利用ANSYS有限元分析软件和APDL参数设计语言建立了两个模型：钢筋混凝土楼板模型和预应力空间组合结构模型，对楼板模型和预应力空间组合结构模型分别进行了非线性静力分析，模态分析和竖向动力荷载下的非线性瞬态分析，并对两种结构的力学行为做了比较，得到了一些初步结论。

And the effect of steel bar type, concrete cover and cross section on the carrying capacity was analyzed.

摘要］ 进行了7根三面受火受弯试件自然冷却后承载能力的试验研究，了解了钢筋类型、混凝土保护层厚度和试件截面尺寸对自然冷却后受弯承载力的影响程度，为火灾后混凝土结构的鉴定和评估提供依据。

The nonlinear analysis of reinforced concrete slabs includes the ultimate load analysis and the finite element analysis.

钢筋混凝土板的非线性分析方法主要有极限分折和有限元分析。

Central Southern China Electric Power Design Institute , Wuhan 430071 , China Abstract : The project of strengthening flawed concrete chimney uses unboundedly prestressed strand hoop.

在钢筋混凝土烟囱裂缝加固工程中采用了无粘结钢绞线预应力环箍，对加固过程进行了现场测试，经预应力环箍加固后的烟囱筒壁中建立的环向压应力在环箍处最大，其值约- 1.0 MPa ，环向压应力衰减较快。

Lai Shu-ming A%Macgregor James G Geometric nonlinearities in unbraced multistory-frames Journal of Structural Engineering ASCE , 1983,11

魏巍 考虑非弹性及二阶效应特征的钢筋混凝土框架柱的强度问题与稳定问题重庆：重庆大学， 2004，null

Sixthly, research on seismic performance of repaired HSC column after hightemperatures The nonlinear whole process analysis method of reinforced concrete is used.Programs of moment-curvature and shear force-displacement of repaired HSCcolumn are developed after exposed to four sides and two symmetrical sides fire.Seismic performance of repaired reinforced HSC column after fire is studied. Byanalyzing the calculating results, the corresponding formulas of characteristicparameters of their skeleton curves of repaired HSC column after fire are proposed,and it is compared with corresponding curve of unfired columns.

火灾后已修复高强混凝土柱的抗震性能研究利用钢筋混凝土非线性全过程分析方法，编制了火灾后(包括四面受火和双面对称受火)已修复高强混凝土柱截面弯矩一曲率关系和剪力—位移关系的计算程序，对火灾后己修复高强混凝土柱的抗震性能进行了研究，通过对计算结果的分析和整理，给出了火灾后已修复高强混凝土柱M-φ及P-△骨架曲线特征参数的回归计算公式，并将上述曲线与未受火柱的相应曲线进行了比较。

Breath, muscle contraction of the buttocks; arch body, as far as possible to hold his head, right leg straight towards the ceiling (peg-leg knee in order to avoid muscle tension).

呼气，收缩臀部肌肉；拱起身体，尽量抬起头来，右腿伸直朝向天花板（膝微屈，以避免肌肉紧张）。

The cost of moving grain food products was unchanged from May, but year over year are up 8%.

粮食产品的运输费用与5月份相比没有变化，但却比去年同期高8％。