Vrany T. Effect of Loading on the Rotational Restraint of ColdFormed Purlins[J]. Thin-Walled Structures,2006,44(12):1287-1292.
[2]
Lucas R M, Al-Bermani Fga, Kitipornchai S. Modelling of ColdFormed Purlin-Sheeting Systems, Part 1 Simplified Model[J]. Thin-Walled Structures,1997,27(4):263-286.
[3]
童根树,邵峰.压型钢板屋面对檩条的扭转约束[J].工业建筑,2010,40(3):111-115.
[4]
童根树.钢结构的平面外稳定[M].北京:中国建筑工业出版社,2007.
[5]
Katnam K B, Vanimpe R, Lagae G, et al. A Theoretical Numerical Study of the Rotational Restraint in Cold-Formed Steel Single Skin Purlin-Sheeting Systems[J]. Computers and Structures,2007,85(15116):1185-1193.
[6]
Katnam K B, Vanimpe R, Lagae G, et al. Modelling of ColdFormed Steel Sandwich Purlin-Sheeting Systems to Estimate the Rotational Restraint[J]. Thin-Walled Structures,2007,45(6):584-590.
[7]
Ali M H, Senseny P E. Models for Standing Seam Roofs[J]. Journal of Wind Engineering and Industrial Aerodynamics,2003,91(14):1689-1702.
[8]
Lucas R M, Al-Bermani Fga, Kitipornchai S. Modelling of ColdFormed Purlin-Sheeting Systems, Part 1 Full Model[J]. ThinWalled Structures,1997,27(3):223-243.
