1) diagrid columns cross node
斜柱交叉节点
1.
Design and research on the diagrid columns cross node of a high-rise office building
国外某高层斜柱交叉节点设计研究
2) cross nodes of diagrid columns
交叉柱节点
1.
Through studies of structural design philosophy and following aspects such as concrete creep effects,loading,construction sequence imitation,partially prestressing,progressive failure,cross nodes of diagrid columns,temperature and shrinkage effects,buckling and etc,some important hidden defect regarding safety in structural tender design had been found,such as insuff.
通过对结构设计理念、混凝土徐变效应、荷载作用、结构及自重生成过程的施工模拟、环梁部分预应力、交叉柱失效抗连续倒塌、交叉柱节点承载力、温度收缩效应、交叉斜柱及整体结构屈曲稳定等多方面研究分析,发现了法国工程师所作的该项目结构标书设计存在着交叉柱节点承载力不足、混凝土斜柱徐变变形差异引起主楼倾斜等重大安全隐患,进而采取了下部北侧柱截面空心、交叉柱节点内加钢板凳、环梁超预应力改为部分预应力等多项重大技术改进措施,取得了明显的综合技术经济效益,确保了工程安全,恢复了正常施工。
2.
By the adjustment of structural design philosophy and studies of concrete creep effects, loading, construction sequence imitation, partially prestressing, progressive failure, cross nodes of diagrid columns, temperature and shrinkage effects, buckling etc, some important hidden troubles had been found regarding safety in structural te.
通过对该结构设计理念、混凝土徐变、荷栽、施工模拟、部分预应力、连续倒塌、交叉柱节点、温度收缩效应及屈曲稳定等多方面研究分析,发现法国工程师所作的原项目结构标书设计存在着交叉柱节点承载力不足、混凝土斜柱徐变变形差异引起主楼倾斜等重大安全隐患。
3) crossing joint
交叉节点
1.
The road traffic function plan orientation, the research of crossing joint and the structure design of main road, the north second circle, speediness system of north third circle and the north high speed around city are discussed.
对于经开区主干路、北二环、三环路快速路系统及北绕城高速公路的道路交通功能规划定位,及其交叉节点处理、结构设计等方面存在的问题,深入的分析、并研究设计方法和思路,总结工程建设经验教训,为该类工程的建设管理提供依据。
4) non-perpendicular elements
斜交节点
1.
Research on mechanical properties of the annular plane in concrete-filled steel tube column with steel beam system with non-perpendicular elements
钢管混凝土柱-钢梁多向斜交节点环板受力性能研究
5) two crossed ramps
交叉斜面
1.
single ramp method,two-crossed ramps method and the new method-two crossed ramps with considering spatial distortion.
利用Magphan体模在13台设备上对层厚的三种测量方法即单一斜面方法、交叉斜面方法和本文提出的改进方法(考虑几何畸变的交叉斜面测量方法)进行层厚测量实验。
6) X-braced panels
交叉斜材
1.
The X-braced panels in the transmission tower are modeled using the general-purpose finite element program ANSYS in this paper.
对输电铁塔中数量较多、构造复杂的交叉斜材体系利用大型通用有限元程序ANSYS建立了有限元模型,并对其极限承载能力以及承载力的影响因素进行了全面的非线性分析。
补充资料：天柱山天柱峰
天柱山天柱峰
天柱峰又称为皖伯尖，万山尖。《道书》称为司命真人发祥所都，海拔1488.4米，孤立晴宵，顶天立地，石骨嶙峋，峭立如柱。五指、莲花、天池、含珠、飞来、月华诸峰拱卫左右，奇松、怪石、云海、佛光、各领风骚。李白《江上望皖公山》诗云：“奇峰出奇云，秀水含秀气。”白居易《题天柱峰》诗云：“天柱一峰擎日月，洞门千仞锁云雷。”
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