1) abnormal slab-column system
异形无梁楼盖
1.
The finite element method is used to analyse the abnormal slab-column system.
在结构分析中 ,提出了分工况采用安全系数的观点 ;对异形无梁楼盖采用有限单元法进行了补充分析 ;对结构裂缝控制进行了理论计算和构造设计 ;并提供了裂缝的实际观察情况和周围建筑的沉降实测值。
2) special-shaped slab-column system
异形板无梁楼盖
1.
Design and analysis on special-shaped slab-column system of Beijing MOMA
北京当代MOMA工程异形板无梁楼盖结构设计与分析
3) deformed beamless roof
异型无梁楼盖
1.
The calculation method study of steel concrete deformed beamless roof;
钢筋混凝土异型无梁楼盖计算方法研究
4) girderless floor
无梁楼盖
1.
Experimental study on simply supported slab of reinforced concrete stiffening ribbed hollow pipe girderless floor;
加劲肋空心管钢筋混凝土无梁楼盖简支板带试验研究
2.
Construction of cast-in-site concrete hollow girderless floor;
现浇混凝土空心无梁楼盖的施工
3.
Mechanical property of girderless floor in concrete-filled tubular special-shaped slab-steel-column system;
钢管混凝土柱异型板无梁楼盖的受力性能
5) beamless roof
无梁楼盖
1.
The forces analysis ,for the column network with 60 oblique crossing and beamless roof, has been performed by the finite element method.
通过对６０°斜交柱网无梁楼盖的有限元内力分析，从其弯矩分布的特点，提出了一种准棋盘式布局的正交双向配筋方法。
2.
This paper states the calculation problems when using PKPM software to design beamless roof structure.
本文论述了运用PKPM软件进行无梁楼盖结构设计及在设计中常遇到的计算问题。
6) beamless floor
无梁楼盖
1.
Construction method of heavy cast-in-place hollow concrete beamless floor;
现浇混凝土厚大空心无梁楼盖施工工法
2.
Calculation analysis and structural design of beamless floor of underground buildings
地下单层无梁楼盖结构设计与计算分析
3.
A simple design table is created for design of slab depth in reinforced concrete beamless floors according to the newly published national code of concrete structures.
根据抗冲切要求设计无梁楼盖或板柱结构的楼板厚度时,计算过程比较繁琐。
补充资料：异形断面钢材(见异形断面型材)
异形断面钢材(见异形断面型材)
special section steel
，一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
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