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瑞士苏黎世理工大学、奥地利茵斯布鲁克大学与喜利得 (HIL TI)研发中心多年合作研究 ,就混凝土桥梁拓宽及桥面加强工程中新旧混凝土连接方法及其界面钢筋所受拉剪 2种不同应力情况 ,总结出了一整套计算方法
Switzerland Zurich University of Technology, Austria Innsbruck University and HIL TI R & D Center for many years to study the concrete bridge expansion and bridge strengthening project in old and new concrete connection method and the interface of the steel bar under tension from two different stress conditions , Summed up a set of calculation methods