土木工程、水利工程 |
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剪切型支撑框架的假想荷载法 |
童根树, 郭峻 |
浙江大学 土木工程学系, 浙江 杭州 310058 |
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Notional load approach for shear-type braced frames |
TONG Gen-shu, GUO Jun |
Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China |
[1] 中华人民共和国国家标准,GB500172003钢结构设计规范[S].北京:中国计划出版社,2003. [2]BRIDGE R Q, CLARKE M J, et al. Effective length and notional load approach for assessing frame stability: implications for american steel design [M]. [S.l.]: Task Committee on Effective Length ASCE, 1994. [3] 童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2005: 157-205. [4] 童根树,邢国然.剪切型支撑框架弹塑性失稳模式判定准则[J].浙江大学学报:工学版,2007,41(7): 1136-1142. TONG Genshu, XING Guoran. Determination of buckling mode of braced elasticplastic frames [J]. Journal of Zhejiang University: Engineering Science, 2007,41(7): 1136-1142. [5] TONG Gengshu, SHI Zuyuan. The stability of weakly braced frames [J]. Advances in Structural Engineering, 2001, 4(4): 211-215. |
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