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I Load Code for the Design of Building Structures 建筑结构荷载规范Permanent load 永久荷载Variable load 可变荷载Accidental load 偶然荷载Representative values of a load 荷载代表值Design reference period 设计基准期Characteristic value nominal value 标准值Combination value 组合值Frequent value 频预值Quasi-permanent value 准永久值Design value of a load 荷载设计值Load combination 荷载组合Fundamental combination 基本组合Accidental combination 偶然组合Characteristic nominal combination 标准组合Frequent combinations 频遇组合Quasi-permanent combinations 准永久组合Equivalent uniform load 等效均布荷载Tributary area 从属面积Dynamic coefficient 动力系数Reference snow pressure 基本雪压Reference window pressure 基本风压Terrain roughness 地面粗燥度II Code for Seismic Design of Building GB 5001-2001 建筑抗震设计规范Earthquake action 地震作用Seismic fortification intensity 抗震设防烈度Seismic fortification criteria 抗震设防标准Design parameters of ground motion 设计地震动参数Design basic acceleration of ground motion 设计基本地震加速度Design characteristic period of ground motion 设计特征周期Seismic concept design of building 建筑抗震概念设计Seismic fortification measures 抗震措施Details of seismic design 抗震构造措施Site 场地III Code for Design of Steel Structures GB 5001-2003 钢结构设计规范Strength 强度Load-carrying capability 承载能力Brittle fracture 脆断 ( 指钢结构在拉应力状态下没有出现警示性的塑性变形而突然发生的脆性断裂)Characteristic value of strength 强度标准值(钢材屈服点和抗拉强度)Design value of strength 强度设计值First order elastic analysis 一阶弹性分析Second order elastic analysis 二阶弹性分析Buckling 屈曲(杆件或板件在轴心压力、弯矩、剪力单独或共同作用下突然发生与原受力状态不符的较大变形而失去稳定)Post-buckling strength of web plate 腹板屈曲后强度(腹板屈曲后尚能保持承受荷载的能力)Normalized web slenderness 通用高后比Overall stability 整体稳定Effective width 有效宽度Effective width factor 有效宽度系数Effective length 有效长度Slenderness ratio 长细比 (构件长度与截面的回转半径比)Equivalent Slenderness ratio 换算长细比Nodal bracing force 支撑力Unbraced frame 无支撑纯框架Frame braced with strong bracing system 强支撑框架Frame braced with weak bracing system 弱支撑框架Leaning column 摇摆柱(框架内两端为铰接不能抵抗侧向荷载的柱)Panel zone of column web 柱腹板节点域Spherical steel bearing 球形钢支座Couposite rubber and steel support 橡胶支座Chord member 主管Bracing member 支管Gap joint 间隙节点Overlap joint 搭接节点Uniplanar joint 平面管节点Multiplanar joint 空间管节点Built-up member 组合构件Composite steel and concrete beam 钢与混泥土组合梁IV Design Code for Strengthening Concrete Structure GB 50367-2006 混泥土结构加固设计规范Strengthening of existing structures 已有结构加固Existing structure member 原构件Important structure member 重要构件General structure member 一般构件Structure member strengthening with reinforced concrete 增大截面加固法Structure member strengthening with externally bonded steel frame 外粘型钢加固法Structure member strengthening with externally bonded reinforced materials 复合截面加固法Structure member confined by reinforcing wire 绕丝加固法Structure member strengthening with externally applied prestressing 外加预应力加固法Bonded rebars 植筋(用专用结构胶粘剂将带肋钢筋锚固于基材混泥土中)Structural adhesives 结构胶粘剂(可承重,传力)Fiber reinforced polymer( FRP) 纤维复合材Polymer mortar 聚合物砂浆Effective cross-section area 有效截面积Design working life for strengthening of existing structure or its member 加固设计使用年限V Technical Code of Cold-formed Thin-wall Steel Structures GB 50367-2006冷弯薄壁型钢结构技术规范Element 板件(薄壁型钢杆件中相邻两纵边之间的平板部分)Stiffened elements 加劲板件( 两纵边均与其他板件相连接)Partially Stiffened elements 部分加劲板Unstiffened elements 非加劲板Uniformly compressed elements 均匀受压板件Non- Uniformly compressed elements Sub-elements 子板件Width-to-thickness ratio 宽厚比Effective Width-to-thickness ratio 有效宽厚比Effect of cold forming 冷弯效应(因冷弯引起钢材性能改变的现象)Stressed skin action 受力蒙皮作用(与支撑构件可靠连接的压型钢板体系所具有的抵抗板自身平面内剪切变形的能力)Flare groove welds 喇叭形焊缝(连接圆角与圆角或圆角与平板间隙处的焊缝)VI Technical Specification for Application of Architectural Glass JGJ 113-2009 建筑玻璃技术规范Architectural Glass 建筑玻璃Strength on centre area of glass 玻璃中部强度( 荷载垂直玻璃板面,玻璃中部强度)Strength on border area of glass 玻璃边缘强度Strength on edge of glass 玻璃端面强度Single glass 单片玻璃Framed glazing 有框玻璃Roof glass 屋面玻璃Floor and stairway glazing 地板玻璃Front back clearance 前部 后部余隙Edge clearance 边缘间隙Edge cover 潜入深度VII Technical Specification for Post-installed Fastenings in Concrete Structures JGJ 145-2004 混泥土结构后锚固技术规范Post-installed fastening 后锚固Anchor 锚栓Expansion anchors 膨胀型锚栓Undercut anchors 扩孔型锚栓Bonded rebars 化学植筋( 以化学胶粘剂-锚固胶 将钢筋固定于混泥土基材锚孔)Base material 基材Anchor group 群锚Fixture 被连接件(被锚固于混泥土基材上的物件)Anchor plate 锚板Failure mode 破坏模型Anchor failure 锚栓破坏Concrete cone failure 混泥土锥体破坏Combination failure 混合型破坏Concrete edge failure 混泥土边缘破坏Pryout failure 剪撬破坏Splitting failure 劈裂破坏Pull-out failure 拔出破坏Pull-through failure 穿出破坏Steel adhesive interface failure 胶筋界面破坏Adhesive concrete interface failure 胶混界面破坏Design working life 设计使用年限VIII Code of Design on Building Fire Protection and Prevention GB 50016-2006 建筑设计防火规范Fire resistance rating 耐火极限Non-combustible component 不燃烧体Difficult-combustible component 难燃烧体Combustible component 燃烧体Flash point 闪点(在规定实验条件下,液体挥发的蒸汽与空气形成的混合物,遇火源能发生闪燃的最低温度)Lower explosion limit 爆炸下限Boiling spill oil 沸溢性油品Semi-basement 半地下室Multi-storied industrial building 多层厂房(仓库)High-rise industrial building 高层厂房(仓库)High racked storage 高架仓库Commercial service facilities 商业服务网点Important public buildings 重要公共建筑Open flame site 明火地点Sparking site 散发火花地点Safety exit 安全出口Enclosed staircase 封闭楼梯间Smoke-proof staircase 防烟楼梯间Fire compartment 防火分区Fire separation distance 防火间距Smoke bay 防烟分区Full water spout 充实水柱(由水枪喷嘴起到射流90%的水柱水量穿过直径380mm圆孔处的一段射流长度)IX Code for Design of Concrete Structure GB 50010-2002 混泥土结构设计规范 Concrete structure 混泥土结构Plain concrete structure 素混泥土结构Reinforced concrete structure 钢筋混泥土结构Prestressed Concrete structure 预应力混泥土结构Pretensioned prestressed Concrete structure 先张法预应力混泥土结构Post-tensioned prestressed Concrete structure 后张法预应力混泥土结构Cast-in-situ concrete structure 现浇混泥土结构Prefabricated concrete structure 装配式混泥土结构Assembled monolithic concrete structure 装配整体式混泥土结构Frame structure 框架结构Shearwall structure 剪力墙结构Fram

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