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首页> 外文期刊>The Structural Design of Tall and Special Buildings >Progressive collapse assessment of new hexagrid structural system for tall buildings
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Progressive collapse assessment of new hexagrid structural system for tall buildings

机译:高层建筑新六网格结构体系的渐进倒塌评估

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Hexagrid structure is an innovative tube-type system. It is constructed with hexagonal exterior structural grids. The hexagrid works as an effective lateral and gravitational resisting system. This paper presents the progressive collapse-resisting capacity of this new system and the common diagrid system based on the local failure of the structural elements in the story above the ground. The collapse behavior is evaluated by two different nonlinear static and dynamic analysis methods. This study was conducted to design two-type 28-story and 48-story building models to withstand wind load for both structural systems. With the analytical results, the hexagrid has enough potential of force redistribution due to its special configuration. It is observed that the new system had high resistance to progressive collapse than diagrids in similar condition. The complementary studies illustrate that resisting progressive collapse capacity, in both hexagrid and diagrid structures, is increased by using the buckling-restrained elements. The guidelines discussed here can help engineers to understand the mechanism of progressive collapse of the hexagrid structures. Copyright © 2013 John Wiley & Sons, Ltd.
机译:Hexagrid结构是一种创新的管状系统。它由六角形外部结构网格构成。六边形网作为有效的横向和重力抵抗系统。本文基于地上故事中结构元素的局部破坏,介绍了该新系统和普通斜交系统的渐进抗倒能力。崩溃行为通过两种不同的非线性静态和动态分析方法进行评估。进行这项研究的目的是设计两种类型的28层和48层建筑模型,以承受两种结构系统的风荷载。根据分析结果,六网格由于其特殊的构造而具有足够的力重新分配的潜力。可以看出,新系统比类似条件下的斜面体具有更高的抵抗渐进性崩溃的能力。补充研究表明,通过使用屈曲约束元素,可以增强在六网格和斜交结构中抵抗渐进崩溃的能力。此处讨论的准则可帮助工程师了解六格结构逐渐塌陷的机制。版权所有©2013 John Wiley&Sons,Ltd.

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