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Are Window Mullion Response Limits Too Conservative?

机译:窗户竖齿响应限制过于保守吗?

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Design of blast resistant windows is relatively new compared to other facade components such as steel, concrete, and reinforced masonry, but is slowly coming into its own in terms of design procedures and response criteria. Initial response criteria from the mid 1980s - when design procedures for blast resistant windows were initially formulated - limited window framing to L/264 but no more than 1/8-in. There were also stringent wall response criteria when windows attached directly to walls. These criteria were used because monolithic glazing, limited to low probabilities of fracture, was used. In the 1990s and early 2000s, when laminated glass started to become the glazing for blast resistant windows, software using SDOF approaches allowed for the fracture and even flyout of the glazing - depending on the level of protection to be used. However, frame response was still rather stringent and vacillated between L/60 and L/160 of the frame member. With the publication of the ASCE document on "Blast Protection of Buildings" and the PDC TR 10-02, "Blast Resistant Design Methodology for Window Systems Designed Statically and Dynamically", frame response criteria for windows, storefront systems, and curtain walls became less stringent and varied depending on the level of protection to be used. Recent testing has shown that even the latest response criteria may be somewhat conservative for different levels of protection. The test information is somewhat limited since most window systems are tested to show compliance with different glazing hazard levels/performance conditions, but limited available data where deflection of mullions was tracked during dynamic loading, showed low glazing hazards even though frame response was greater than would be allowed for design. This paper presents a historical perspective of how response limits and glazing design have progressed over the years and then presents available data showing that low glazing hazards against blast loads can be achieved even though the frame response is much greater than the current allowable limits.
机译:中抗稻瘟病窗户的设计是相对较新的相比其他外观组件,如钢铁,水泥,和配筋砌体,而是慢慢进入了自己在设计程序和响应标准条款。从20世纪80年代中期初始反应标准 - 当用于抗稻瘟病窗设计程序最初配制 - 在有限窗口成帧到L / 264但不超过1/8英寸也有严格的响应壁标准时的窗口直接连接到墙壁。使用这些标准,因为单片窗玻璃,不限于骨折的低概率,而使用。在20世纪90年代和21世纪初,当夹层玻璃开始成为抗稻瘟病窗户玻璃窗,软件使用单自由度办法允许骨折,甚至弹出式玻璃窗的 - 被用来根据保护级别。然而,帧响应仍然相当严格和L / 60和框架部件的L / 160之间动摇。随着ASCE文件的“爆炸保护建筑”的出版和PDC TR 10-02,“抗稻瘟病设计方法窗户系统设计的静态和动态”,窗户框响应标准,店面系统和幕墙越来越少使用严格的和多样取决于保护水平。最近的测试表明,即使是最新的响应标准可针对不同级别的保护有些保守。将测试信息有所限制,因为大多数窗口系统进行测试,以表明符合不同窗玻璃危害水平/性能的条件下,但不限其中竖框的偏转动态加载期间追踪可用的数据,显示出低的窗玻璃危害即使帧响应比将是更大的被允许进行设计。本文介绍了如何响应限制和玻璃设计已经发展多年来历史的角度,然后提供可用的数据显示,低玻璃爆炸荷载作用危害可能即使框架响应远远大于当前允许的限度来实现。

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