1) weak axis dogbone joint
弱轴狗骨式节点
2) beam-to-column web connections in dog-bone style
梁柱弱轴狗骨式节点
3) dog-bone joint
狗骨式节点
1.
According to the results of tests and numerical analysis , it is suggested that the dog-bone joint and the semi-rigid joint can effectively improve the working behavior and the aseismic performance of the beam-column joints .
该文对狗骨式节点和半刚性节点两种新型节点的受力性能和抗震性能进行系统的分析,跟传统的刚性节点进行比较,得出两种节点各自的优点,分析了影响两种节点受力性能的因素。
4) dog-bone connection
狗骨式节点
1.
After the Northridge earthquake in America in 1994 and Kobe earthquake in Japan in 1995,many new forms of beam-column connections were suggested,and dog-bone connection was researched best among them.
1994年美国的N orthridge(北岭)地震和1995年日本阪神地震后,许多新型梁柱节点被提出,其中狗骨式节点是研究最多的一种节点形式。
2.
The dog-bone connection is a new type connection which aimed at the shortcoming of traditional steel moment connection.
狗骨式节点是针对传统刚性节点延性不容易保证、容易发生脆性断裂的缺陷提出的一种新型节点。
5) reduced beam section joint
狗骨式节点
1.
However, a new joint-the reduced beam section joint can solve this problem by weakening the beam section properly, keep away from serried weld seams near the joint core and avoid the fracture failure.
而一种新型节点——梁柱狗骨式节点，通过合理削弱梁截面的方法，使结构在荷载作用下的塑性铰外移至梁的截面削弱处，从而避开节点域焊缝密集区，避免了脆性破坏的发生，而且出现在梁截面削弱处的塑性铰及其发展可以更加充分的耗能及发挥材料强度。
6) dog-bone style weakening
狗骨式削弱
1.
In the investigation,the joints designed as strong connections were treated with dog-bone style weakening on the upper and below flanges of the H-type steel at the beam end near the joint core,and the longitudinal reinforcement ratio,which distributes from the root of beam end to the maximum weake.
试件按“强节点”原则进行设计,对节点核心区附近梁端工字形型钢的上、下翼缘采取狗骨式削弱,并适当增加梁端根部到型钢翼缘最大削弱部位的纵向钢筋的配筋量。
2.
A specimen of second group was constructed with dog-bone style weakening on the upper and lower flanges of the H.
通过对2组、每组2个足尺寸节点试件进行的低周反复循环荷载试验,研究了装配整体式钢骨混凝土框架节点的抗震性能;其中第一组试件为按“弱节点”设计的中节点,第二组试件为按“强节点”设计的边节点,且对第二组的1个试件的节点核心区附近框架梁H型钢的上、下翼缘采取狗骨式削弱的构造措施。
补充资料：弱骨
1.骨柔软。喻不争竞，不露锋芒。 2.柔细的骨骼。 3.伶仃瘦骨。
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