| 1. | This paper describes experimental studies and finite element analysis that examined the hysteresis characteristics of dog - bone connection and steel frame
本文对狗骨式连接节点和框架进行了试验研究和有限元分析。 |
| 2. | 3 the dog - bone moment connections are considered having excellent performance for seismic resistance in steel frame and can avoid the brittle failure happening to the connections effectively
3狗骨式刚性连接是一种旨在改善梁柱连接变形性能，避免脆性破坏发生的有效连接形式。 |
| 3. | It is emphasized that the reduced location , shape and dimension is very important for the function of dog - bone reduced beam flange and must be paid more attention
并强调指出狗骨削弱的位置、形状和尺寸，对能否发挥狗骨式削弱的作用，达到预期的设计目的是至关重要的，必须予以重视。 |
| 4. | 2 the dog - bone moment connections are considered having excellent performance for seismic resistance in steel frame and can avoid the brittle failure happening to the connections effectively
2研究表明，狗骨式刚性连接是一种旨在改善梁柱连接变形性能，避免脆性破坏发生的有效连接形式。 |
| 5. | General beam - column stiffness connections and the full - welded dog skeleton connection is analyzed and compared by nonlinear finite element analysis method ( ansys method ) and draw some conclusions
采用非线性有限元方法( ansys程序)分析普通梁柱刚性连接和全焊狗骨式连接并进行比较，可得出一些有益于工程的结论。 |
| 6. | High strength bolted connections and dog - bone connection are those of connections that were researched in some countries . there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )
高强螺栓连接和狗骨式连接是目前国内外研究得较多的连接类型，我国的钢结构设计规范中还没有具体涉及到此方面的内容。 |
| 7. | 2 . pseudo - static force testing of twelve full - scale connections , including top - seat angle connections , two web flange and top - seat connections , extended - end - plate connections , slit - t steel connections and dog - bone connections are carried out for the first time in our country
2首次在国内大规模地进行了顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接以及短t型钢连接等半刚性连接以及狗骨式刚性连接这五种连接类型共十二个原型试件的拟静力试验。 |
| 8. | It is proved that the connection and steel frame with beam flange dog - bone reduced have superior behavior to the frame of conventional design and the brittle failure is avoided in the steel frame . and conditions of stress development in the dog - bone , and the reason of the brittle failure in the rigid connections is obtained
了解了狗骨处应力发展状况；探讨了刚性连接发生脆性破坏的原因；并强调指出梁柱连接处焊缝的焊接质量，对能否发挥狗骨式削弱的作用，达到预期的设计目的是至关重要的，必须予以重视。 |
| 9. | Pseudo - static force testing of 1 : 2 scale models of a steel frame with dog - bone connections is first carried out in china in order to obtain elastic - plastic behavior of dog - bone connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost . the influence of dog - bone connection on the coming order of plastic hinges and failure characteristic of steel frame , and the influence of dog - bone ' s shape and position on the behavior of structure is obtained
通过试验考察了狗骨式连接平面钢框架结构在循环荷载作用下的弹塑性性能;了解狗骨式连接对结构塑性铰出现的顺序以及结构破坏形态的影响;了解节点处与狗骨处应力发展状况，探讨狗骨削弱的形状和削弱位置对节点性能的影响。 |
| 10. | It is carried on our research in this field from the multi - resident steel structure knot of beam - column research . there are various of knot style including top - and seat - angle steel , top - and seat - angle with double web - angle steel connections , extended - end - plate bolted connections and so on
多层住宅钢结构梁柱节点型式的研究到现在已有各种节点型式，如顶底角钢连接，顶底角钢、腹板双角钢连接，外伸端板高强螺栓连接，上下翼缘t型钢连接，狗骨式刚性连接等。 |
