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第 40 卷 第 6 期               程保青等: 地铁车辆段咽喉区上盖建筑振动影响                                           917


                 (1) 咽喉区地铁列车通过对上盖高层建筑室内                          [5] 何卫, 谢伟平. 地铁车辆段列车动荷载特性实测研究 [J]. 振动
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                                                                   He Wei, Xie Weiping. Field measurement of the subway
             接连结,且离振源较近,故楼板中央 VL Zmax 显著高
                                                                   train loading in a car depot[J]. Journal of Vibration and
             于上层楼板;由于振动波在屋顶自由端发生反射与                                Control, 2016, 35(8): 132–137.
             入射波叠加,导致不同楼层楼板中央 VL Zmax 随楼                         [6] Yu B, Zhang B, Ying H, et al. Field measurement and
                                                                   numerical simulation of vibration effect on metro depot
             层升高略有增加。
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                 (2) 框架结构建筑室内 VL Zmax 大于剪力墙结                       chanics and Materials, 2013, 303–306: 2893–2897.
             构,4 层框架结构建筑不同楼层中央VL Zmax 比剪力                        [7] 谢伟平, 陈艳明, 姚春桥. 地铁车辆段上盖物业车致振动分
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             墙结构高3.7 ∼ 4.0 dB。
                                                                   Xie Weiping, Chen Yanming, Yao Chunqiao. Vibration
                 (3) 增 加 上 盖 平 台 厚 度 可 减 小 建 筑 室 内                 analysis of train depot over-track buildings induced by
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             度增加而增加,即随建筑楼层绝对离地高度增加而                                Feng Qingsong, Wang Ziyu, Liu Quanmin, et al. Vibra-
             增大,建筑所在上盖平台离地高度每增加5 m,不同                              tion characteristics of metro depot upper building under
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