摘要
某办公大楼项目由主楼、附属楼及若干钢连廊组成。钢连廊跨度为20～36m，其中L3连廊及L4连廊均为从主楼伸出，远端设隔震支座支撑于附属楼钢骨柱的牛腿上。本文将介绍此类型钢连廊设计的一般方法，支座的选型，可为其他类似工程参考。
An office building is conected with its affiliated buildings by several steel corridors, which span from 20 - 36m. In this article the general method for the design of such corridor is introduced as well as its bearings＇ s selection, which may be useful as a reference for other similar projects.
出处
《福建建筑》
2014年第2期1-8,共8页
Fujian Architecture & Construction
关键词
伸臂钢连廊
静力弹塑性
动力弹塑性
滑动支座
摩擦摆式隔震支座
Steel outrigger - corridor
Pushover analysis
Dynamic elastoplastic
Sliding bearings
Friction pendulum isolators
