| 1. | Preliminary analysis of steel flames with composite semi - rigid connections
梁柱半刚性连接组合钢框架分析初探 |
| 2. | Analysis of second - order elasticity of steel frames with semi - rigid connections
半刚性连接钢框架的二阶弹性分析 |
| 3. | The paper is dedicated to study the low - cycle fatigue behavior of a certain semi - rigid connection : the top - and - seat angle
本文尝试研究一种半刚性连接-顶底角钢连接的低周疲劳性能。 |
| 4. | In the paper , there are some examples . from these examples , we can see the influence of semi - rigid connections on the steel frames
算例的计算结果表明：半刚性对稳定的影响显著，包括第一、第二类稳定。 |
| 5. | The methods and techniques in writing the preconditioner of the finite element modeling of semi - rigid connections with programming language c are mainly introduced
主要介绍用c语言编写梁柱半刚性连接节点有限元模型前处理时的方法和技巧。 |
| 6. | Connection in steel structures is divided into three types by rotating rigid : rigid connection , semi - rigid connection and ideal pin connection
高层钢结构框架中梁与柱连接节点，按其转动约束刚度可分为三类：刚性节点，半刚性节点和铰接节点。 |
| 7. | In the paper , during the traditional stability analysis of steel frames , semi - rigid connections are considered . non - linear model of and elastic - plastic are still considered
本文在传统的钢框架稳定分析中考虑半刚性的影响,并同时考虑了非线性的模型和弹塑性的影响。 |
| 8. | Since semi - rigid connections , when subjected to moderate or strong earthquakes , become inelastic more quickly than their fully rigid counterparts , consideration of their energy absorption capacity is important
当受到中震或强震时，半刚性连接比完全刚性连接更快的进入非弹性，因此考虑它的耗能能力十分重要。 |
| 9. | In this experiment , four groups tests were made , including pin - connected , semi - rigid connection of bolted beam - to - column connections , rigid connection of welded flange - bolted web beam - to - column connections
本次试验共进行了四组试验，分别考虑了梁柱螺栓连接的铰接连接、半刚性连接以及梁柱栓焊连接的刚性连接。 |
| 10. | When the primary structure is reinforced concrete structure and the secondary structure is steel structure , the joint between two kind structures can be rigid connection 、 semi - rigid connection and hinged connection
当主框架为钢筋混凝土结构,次框架为钢结构时,主次框架可以采用刚接、半刚接和铰接三种不同的连接方式。 |
