THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING
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摘要: 为保证加层钢框架结构的抗震性能以及新旧结构的整体性,钢框架柱脚节点能否达到设计要求是关键。目前常采用的节点构造抗震性能不足。分析了钢筋混凝土框架的钢加层柱脚节点的一般做法,提出了一种柱脚刚性连接构造,该构造能有效地提高柱脚节点的抗震性能。Abstract: To quarantee the seismic behavior of adding frame steel structure and the integrity between adding structure andoriginal structure, the steel base joint is the key to the project of adding story. It is analysed the configurationof column basejoint of steel frame structure adding story when the original structure is a concrete frame structure, and it is pointed out theseismic inadequacy of the base joint used at present, and a new seismic constructional disposal of the joint of steel frameadding story on the top of a tall building is suggested.
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