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1、细心整理上册：立方体抗压强度 cube strength 极限状态 limit state ultimate state预制混凝土 prefabricated concrete 现浇混凝土Cast-in-situ concrete预应力混凝土 prestressed concrete 设计基准期 design reference period设计运用年限 design working life 收缩 shrinkage双筋梁 doubly reinforced section 轴心受压柱 axially loaded column偏心受压柱 eccentrically loaded colum
2、n 偏心距 eccentricity恒荷载 permanent load or dead load 活荷载 variable load or live load 组合系数 combination reduction factor 准永久值系数 quasi-permanent reducing coefficient构造重要性系数 coefficient of structural importance 界限配筋 balanced reinforcement超筋 over-reinforced 适筋 under-reinforced等效应力矩形 equivalent stress block 最
3、小配筋率 minimum steel ratio最大配筋率 balanced steel ratio 截面有效高度 effective depth双筋梁 doubly reinforced section T形截面翼缘 flangeT形截面腹板 web 有效翼缘宽度 effective flange width主压应力迹线trajectories of the principal compressive stress 斜裂缝 diagonal crack腹筋 transverse reinforcement; web reinforcement 箍筋 ties or stirrups弯起钢筋i
4、nclined bars bent-up bars 斜拉破坏 diagonal splitting剪压破坏 shear compression 斜压破坏 diagonal compression剪跨比 shear span ratio 名义剪跨比 generalized shear span 配箍率 transverse tie ratio 材料弯矩抗拒图 diagram of bending resistance不须要面 cut-off section 充分利用面 fully-developed section充分利用点 fully usable point of bar 理论截断点 the
5、oretical cutting point of bar实际截断点 real cutting point of bar 锚固长度 anchorage length绑扎搭接binding lapped splice 钢筋表 bar schedule连接区段 connection sector 肋梁楼板构造 girder-beam-slab structural system现浇楼板 cast-in-place slab 预应力楼板 pre-cast slab刚度 rigidity 弯矩包络图 moment envelope diagram ;ultimate moment diagram剪力包
6、络图 shear envelope diagram塑性铰 plastic hinge无梁楼盖 flat slab塑性内力重分布法 plastic redistribution of stresses analysis method弯矩调幅法 the method of amplitude modulation for bending momentCHAPTER 1Plain Concrete 素混凝土，Reinforced Concrete 钢筋混凝土，Prestressed Concrete 预应力混凝土，reinforcement steel bar 钢筋也有人干脆用bar,fiber，
7、Portland cement 波特兰水泥Light-weight concrete 轻质混凝土，high-strength concrete 高强混凝土，Fiber reinforcedconcreteFRC纤维混凝土load 荷载，span 跨径，strain 应变，stress 应力，compression 压力，tension 拉力，moment 弯矩，torsion 扭矩，扭转thermal expansion coefficients 热膨胀系数，corrosion protection 防腐蚀，Fire resistance耐火，hollow floor 空心楼板，wall 墙面
8、，girder 主梁，beam 横梁，column 柱，footing 根底allowable stress design method 允许应力法，ultimate strength design method 极限强度设计法，limit state design method 极限状态设计法，composite structure 混合构造CHAPTER 2smooth bar 光圆钢筋，deformed bar 螺纹钢筋，hot rolled bar 热轧钢筋，cold drawn bar冷拉钢筋，steel wires 钢绞线，heat treated steel bar 热处理钢筋s
9、tress-strain curve 应力应变曲线，yield plateau 屈服平台deformation 变形，deflection 挠度，yield strength 屈服强度，ultimate strength 极限强度，ductility 韧性，hardening 强化，cold drawn 冷拉，tempering treatment 回火，quenching treatment 淬火fatigue 乏累，shrinkage 收缩，creep 徐变，crack 开裂,crush 压溃water-cement ratio 水灰比cubic compressive strength
10、立方体抗压强度，prismatic compressive strength 棱柱体抗压强度elasticity modulus 弹性模量杨氏模量，secant modulus 割线模量，tangent modulus 切线模量，shear modulus 剪切模量，poissons ratio 泊松比uniaxial tension 单轴拉伸，biaxial loading 双轴加载，triaxial loading 三轴加载CHAPTER 3bond 粘结，anchorage 锚固，bar splicing 钢筋搭接，splitting 撕裂，crush 压溃，pull-out failu
11、re 刮出式破坏splice length 搭接长度，embedded length 埋置长度，development length 锚固长度shape coefficient 外形系数ribs 钢筋肋CHAPTER 4axial load 轴向加载，axial tension 轴向拉伸，axial compression 轴向压力elasticity 弹性，plasticity 塑性longitudinal bars 主筋纵向钢筋，stirrup 箍筋，hanger bar 架立筋，bent bar 弯起钢筋brittle failure 脆性破坏，load carrying capacit
12、y 承载实力short column 短柱，slender column 长柱，stability coefficient 稳定系数cross section 截面，cross-sectional dimension 截面尺寸spiral stirrup 螺旋箍筋CHAPTER 5box section 箱形截面，hollow slab 空心板，T-section T 形截面over-reinforced beam 超筋梁，under-reinforced beam 少筋梁，balanced-reinforced beam适筋梁brittle failure 脆性破坏concrete cove
13、r 混凝土爱惜层minimum reinforcement ratio 最小配筋率flexure theory 弯曲理论，plane section assumption 平截面假定neutral axis 中性轴，coefficient 系数，parameter 参数，constant 常数stress distribution 应力分布，shear span ratio 剪跨比stress block depth 应力区高度受压区高度，relative stress block depth 相对应力区高度相对受压区高度，nominal stress block depth 名义应力区高度名
14、义受压区高度，flexural capacity 抗弯承载实力symmetry reinforcement 对称配筋effective flange width 有效翼缘宽度，flange 翼缘，web 腹板shear-lag effect 剪力滞效应simple-supported beam 简支梁，continuous beam 连续梁deep-bending member 深受弯构件， deep beam 深梁， transfer girder 转换梁，tie-reinforcement 拉结筋，horizontal distributing reinforcement 水平分布钢筋spacing 间距CHAPTER 6eccentricity 偏心率，second-order effect 二阶效应ultimate limit state 运用极限状态additional eccentricity 附加偏心距eccentricity magnifying coefficient 偏心距放大系数tensile failure 受拉破坏，compressive failure 受压破坏larger eccentricity 大偏心，small eccentricity 小偏心out-plane strength 片面外强
