摘要
论述了极限状态法应用于大跨桥设计所可取得的经济效益；讨论了增加斜拉桥刚性的措施；申述了对待焊接、栓接。
Economic benefits from application of the limit-state method to design of long-span bridges are expounded, measures to increase the rigidity of cable-stayed bridge are disscused, and views, on welding, bolting,fatigue and dynamic behaviour of such a bridge arc also stated.
出处
《桥梁建设》
EI
CSCD
北大核心
1996年第2期14-17,共4页
Bridge Construction
关键词
大跨斜拉桥
极限状态法
刚性
动力行为
焊接工艺
栓接工艺
疲劳损伤
long-span road-cum-rail cable-stayed bridge, limit-state method, rigidity, fatigue, dynamic bc-haviour
