Chapter 5 Steel Structure 第五章 钢结构
Chapter 5 Steel Structure
a rigid beam-to-column connection accuracy of construction(fabrication) acid-pickle additional tests additional tests on steels alignment allowable slenderness ratio allowable stress range angle of stress dispersal automatic welding automatic or semi-automatic process backing plate battened members battens，batten plate beam-columns bearing connection bearing stength bearing stiffener bend test blast-clean bolt tightening bolted connections bolting branch member brittle fracture butt welds camber carbon content carbon structural steels cast steel Charpy V-notch impact test chord member cladding closed section 第五章 钢结构
梁柱刚性连接 安装精度 酸洗 附加检验 钢材附加检验 对准 容许长细比 容许应力幅 应力扩散角 自动焊 全自动或半自动方式 衬板，垫板 缀板柱 缀板 压弯构件 承压连接 承压强度 支承加劲肋 弯曲试验 磨砂 螺栓拧紧 螺栓连接 螺栓 支管 脆断 对头焊接 起拱 碳含量 碳素结构钢 铸钢 v形坡口冲击试验 弦杆 涂层 闭口截面 coefficient of equivalent bending moment of eccentrically 钢压弯构件等效弯矩系数 loaded steel member(beam-column) －28－
上册－英汉对照
Chapter 5 Steel Structure 第五章 钢结构
coefficient of linear expansion cold-formed steel structural member compact section complete-joint-penetration (CJP) groove weld component stability condition of bolts condition of steel constant amplitude fatigue couposite rubber and steel support crane girder crane truss cross diagonals cutting defect acceptance criteria design value of strength of steel diagonal stiffeners dimensions and tolerances direct dynamic loading/ distortion/deformation double-stepped column doubly symmetric section edge distance effective cross-section area of high-strength bolt· effective length effective length factor effective length for torsional bucking effective thickness of fillet welds effective width effective width factor end bearing end moment equal leg angles equivalent slenderness ratio erection erection drawing evaluation of welding techniques excessive deformation eyebar factor of equivalent moment fatigue failure －29－
线膨胀系数 冷弯型钢构件 厚实截面 完全坡口融透焊 单肢稳定 螺栓状态 钢材状况 常幅疲劳 橡胶支座 吊车梁 吊车桁架 交叉斜杆 切割 缺陷可接受准则 钢材强度设计值 斜加劲肋 尺寸和允许误差 直接动力荷载 变形 双阶柱 双轴对称截面 边距 高强度螺栓的有效截面积 计算长度，有效长度 计算长度系数 扭转屈曲计算长度 角焊缝有效厚度 有效宽度 有效宽度系数 端面承压 端弯矩 等边角钢 换算长细比 安装 安装图 焊接工艺评定 过度变形 眼杆 等效弯矩系数 疲劳破坏 上册－英汉对照
Chapter 5 Steel Structure 第五章 钢结构
faying surfaces for hsfg fasteners field /site welding field connection fillers fillet welds finish/surface layer first order elastic analysis flame-cut edge flange flexural buckling flexural-torsional buckling forged steel connection node pieces forming frame braced with strong bracing system frame braced with weak bracing system frequency of weld examination friction surfaces frictional force transferring surfaces，slip plane galvanize galvanized nuts gap gapped connection groove weld gusset plate hand flame cutting hard-stamping heating heavy duty cranes hexagon head bolts high strength friction grip fasteners high strength low-alloy structural steels high-strength bolts in bearing-type connections high-strength bolts in slip-critical connections holding areas holding down bolts/anchor bolts holes in hollow sections hot rolled sections/ plates and bars indirect dynamic loading inflexion point in-plane stability －30－
高强摩擦连接的构件表面 现场焊接 现场接头 填板 角焊缝 面层 一阶弹性分析 焰切边 凸缘 弯曲失稳 弯扭屈曲 节点锻造钢构件 成孔 强支撑纯框架 弱支撑纯框架 焊接检验次数 摩擦面 传力摩擦面 镀锌 镀锌螺帽 间隙 间隙节点 坡口焊 节点板 手工式火焰切割法 戮印标记 热处理 重级工作制吊车 六角头螺栓 高强螺栓连接副 高强度低合金钢 承压型高强螺栓 摩擦型高强螺栓 储存区 锚栓 空心截面型钢成孔 热轧型钢、钢板和钢条 间接动力荷载 反弯点 平面内稳定 上册－英汉对照
Chapter 5 Steel Structure 第五章 钢结构
installation of spring washers interstorey lateral deflection/story drift joint eccentricity laced members laced of battened compression member lacing lacing and batten elements lamellar tearing laminations leaning column/sway column leg size of fillet welds light duty cranes linear stiffness load-carrying structures local compressive stress local stability locking of nuts longitudinal stiffeners long-slotted holes lower flange machine flame cutting magnetic particle examination main member make-up of bolt assemblies manual welding manufacturer's recommendations marking mechanical properties medium duty cranes metal-spray mill-scale monosymmetric section movement connections nodal bracing force noncompact section non-destructive examination non-welded structures normalized web slenderness notch toughness notional horizontal forces －31－
弹簧垫圈的安装 层间侧移 节点偏心 缀条柱 格构式钢柱 缀条 缀材(缀件) 层状撕裂 分层 摇摆柱 角焊缝焊脚尺寸 轻级工作制吊车 线刚度 承重结构 局部压应力 局部稳定 螺帽防松 纵向加劲肋 长槽孔 下翼缘 械式火焰切割法 磁性微粒检验 主管 螺栓组合 人工焊 出厂指引 标记 机械性能 中级工作制吊车 喷金属膜 氧化皮表面 单轴对称截面 可动连接 支撑力 非厚实截面 无破损检验 非焊接结构 通用高厚比 冲击韧性 假想水平力 上册－英汉对照
Chapter 5 Steel Structure 第五章 钢结构
number of stress cycles open section open web axis ordinary bolts and nuts out-of-plane stability outside diameter overall stability overall stability factor for flexural members overall stability reduction coefficient of steel beam· overlap connection overlap ratio of bracing members oversized holes packings panel zone panel zone of column web partial-joint-penetration (pjp) groove weld penetrant examination percentage of elongation，percent elongation pitted planed and closely fitted plastic adoption coefficient of cross—section plastic design of steel structure plastic failure plasticity adaptation factor plate-like space truss plug weld polar radius of gyration post-buckling strength of web plate pretension principal planes prying action pure frames quality grade of weld quality inspection of bolted connection quality inspection of riveted connection radius of gyration removal of slag residual stress reverse curvatures rigid decking，rigid slab －32－
应力循环次数 开口截面 虚轴 普通螺栓与螺帽 平面外稳定 外径 整体稳定 受弯构件整体稳定系数 钢梁整体稳定系数 搭结节点 支管搭结率 扩大孔 衬垫 节点区 柱腹板节点域 部分坡口融透焊 致密性检验 伸长率 凹陷 刨平顶紧 截面塑性发展系数 钢结构塑性设计 塑性损毁/塑性破坏 塑性发展系数 平板型网架 塞焊 极回转半径 腹板屈曲后强度 预拉力 主平面 撬力作用 纯框架 焊缝质量级别 螺栓连接质量检验 铆钉连接质量检验 回转半径 焊渍清除 残余应力 反向曲率 刚性铺板 上册－英汉对照