Effective Length Factor Considering Semi-Rigid Connections
作者： Z. B. Petkov , D. T. Blagov
DOI: 10.1007/978-94-010-0950-8_4
关键词:
摘要: Most of the connections in steel structures are designed as semi-rigid mainly because technological reasons. On other hand such allow structural response to be controlled [1]. Structures with deserve special attention since global flexibility may considerably increased. The behaviour limits should determined using advanced methods for analysis and design. problem making performance more predictable becomes a subject intensive research work during last decade [2], [3].
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