1) beams without slab restricted on both sides
单边梁
1.
Design of beams without slab restricted on both sides and columns beyond several floors for the floor side partial opening of tall building
高层建筑楼板侧边开洞后单边梁、跨层柱的设计
2) single notched beam
单边切口梁
3) single edge notched beam specimen techniques
单边切口梁法
1.
Fracture toughness of alumina matrix ceramics measured by indentation method and single edge notched beam specimen techniques were analyzed and contrasted, and the most suitable indentation method equation was confirmed.
用压痕法和单边切口梁法测量了氧化铝基陶瓷材料的断裂韧性,对这两种方法所测得的结果进行了分析对比,确定了最适用的压痕法计算公式。
4) edge beam
边梁
1.
Research on behaviors of flat plate-special-shaped column structures with edge beam;
带边梁平板—异形柱框架结构受力性能研究
2.
In order to get the formulas for calculating the equivalent frame width coefficient of flat\|plate structures with edge beam, the structural program SAP91 was used in the elastic analysis of flat\|plate structure to study the internal relationship between the equivalent frame width and the structure dimensions.
为得到带边梁板柱结构的等代框架宽度取值系数的计算公式 ,用SAP91有限元计算程序对 5组 33种不同几何参数的板柱结构进行了计算 ,以研究结构几何参数对等代框架宽度取值系数的影响 ,并与钢筋混凝土板柱结构的振动台试验结果进行了对比。
3.
In order to study the equivalent frame calculation modes for hollow slab-column structures of reinforced concrete under lateral load,this paper conducts an elasticity analysis of such structures with edge beams of different dimensions by using a finite element structural program,and establishes their models accordingly.
针对水平荷载作用下带边梁的现浇混凝土空心板柱结构等代框架计算模型中等代梁宽度的取值问题,运用有限元分析程序对4组28种不同几何参数的空心板柱结构进行水平荷载作用下的弹性计算分析,研究等代梁宽度与结构几何参数的内在关系,从而得到等代梁有效宽度系数的计算公式以及边梁抗弯刚度的增大系数,为进一步计算提供了依据。
5) side beam
边梁
1.
Torsion-resistant design of side beams in floors with prestressed secondary beams
预应力次梁楼盖边梁抗扭设计
2.
Tension order has important effect on side beamin prestressed concrete frame structure.
预应力混凝土框架结构中预应力梁采用不同的张拉顺序对边梁的影响不同。
6) boundary beams
边梁
1.
Starting from the principle of minimum potential energy, a difference scheme is constituted for solving the bending problem of plates with their edges threngthened by beams,numerical results are presented, and the law of interaction between the plates and the boundary beams is investigated qantitatively.
由极小势能原理出发，构造了具有边梁加固的板弯曲问题的差分格式，给出了数值结果，定量地研究了板与边梁相互作用的规律。
2.
A mathematical models of the bending problem with boundary beams reinforcement is established,and the complcte form of the equilibrium differential equation and the boundary constraint conditions are given,meanwhile the existence and uniqueness of the soluhon of the mathematical model arc analysed.
建立了具有边梁加固的板弯曲的数学模型，并给出平衡微分方程和边界约束条件的完整形式，同时分析了解的存在性、唯一性。
补充资料：安梁堡梁氏大宅
安梁堡梁氏大宅位于广东省高州市曹江镇安梁堡村。距离高州市中心约13公里，是典型的中西艺术交融，富有时代代表性的民国民居建筑。大宅是当地著名乡坤梁普埙、梁普篪兄弟的旧居，建成于1947年，占地面积达一万一千多平方米，建筑面积达四千多平方米。主体建筑分为东、西两宅，分别由前楼、后楼和侧楼组成，前楼一层，后楼三层，侧楼二层，前后楼之间有天井，并通过多条走廊相互贯通，连为一体。在功能分布上，后楼是主楼，是梁府家庭成员的生活起居住宅，前楼是雇工住宅和生活服务区，侧偻用于储存食物和物品。大宅还配套有花园、水井、池塘、厕所、猪舍、牛栏、码头等设施。大宅整体是中国传统的楼阁式，同时配合了西式的走廊和装饰。大宅的排水系统也别具一格，落到大宅的雨水通过管道进入天井中的大水池，水池水满后才往外排泄，因此，水池常年储满水，可备发生火灾时使用。大宅主体建筑对外的墙体上，每间隔一定的距离，就开有射击孔和瞭望窗，和大宅四周的围墙、护卫角楼组成了坚固的防御系统，从而使大宅成为一座集防卫、住宅、贮藏于一体等综合使用功能的建筑。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条