摘要：为研究Kiewitt 8型单层球面网壳在爆炸荷载下的动力响应,基于LS-DYNA建立了爆炸中考虑附属结构(檩托,檩条,铆钉和屋面板)影响的40 m单层球面网壳结构有限元模型。通过分析相同爆炸荷载下不同结构矢跨比,构件尺寸和材料属性等参数对结构响应的影响,得到了球面网壳的矢跨比、杆件截面、屋面板厚度及屋面活荷载等是影响结构动力响应的主要因素。在此基础上,通过讨论相同结构在不同爆炸作用下的结构破坏及倒塌情况,提出了单层球面网壳在外爆荷载下安全距离的计算方法,为更好地建立网壳结构的抗爆设计方法和安全评估理论提供了依据。

摘要：SIM (semi interlocking masonry) is a kind of innovative building system for mortar-less walls. It utilizes a special method of interlocking SIM bricks that allows relative sliding of brick courses in-plane of a wall and prevents out-of-plane relative movement of bricks. It has increased capacity to dissipate earthquake energy through friction between bricks compared with traditional masonry. It can be used in earthquake resistant frame structures as infill panels, which also act as EDD (energy dissipation devices). However, as a mortar-less system, it is not covered by masonry design standards. The purpose of this paper is to introduce SIM and also to develop an analytical design procedure for this innovative masonry system.