考虑二阶振型的矩形高层建筑横风向风振响应简化计算
邹垚1, 梁枢果1, 彭德喜1,2, 邹良浩1
Simplified formulas for evaluation of cross-wind induced dynamic responses of rectangular high-rise buildings considering the second mode
ZOU Yao1, LIANG Shuguo1, PENG Dexi1,2, ZOU Lianghao1
建筑结构学报 . 2011, (04): 39 -45 .