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Diagrid Systems for Structural Design of Complex-Shaped Tall Buildings

机译:复杂形状高层建筑结构设计的隔栅系统

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Today's architectural design trend based on the recognition of pluralism has led to multiple design directions for all building types including tall buildings. This contemporary design trend has produced many complex-shaped tall buildings, such as twisted, tilted, tapered and freeform towers. Among many different structural systems developed for tall buildings, the diagrid system, with its powerful structural rationale and distinguished aesthetic potential, is one of the most widely used systems for today's tall buildings. This paper studies structural performance of diagrid systems employed for complex-shaped tall buildings. Twisted, tilted, tapered and freeform tall buildings are designed with diagrid structures, and their structural performances are investigated. For the twisted diagrid study, the buildings are twisted up to 3 degrees per floor. In the tilted diagrid study, the angles of tilting range from 0 to 13 degrees. The impact of eccentricity is investigated for gravity as well as lateral loads in tilted towers. In the study of tapered diagrid structures, the angles of tapering range from 0 to 3 degrees. In the study of freeform diagrid structures, lateral stiffness of freeform diagrids is evaluated depending on the degree of fluctuation of free form. The freeform floor plans fluctuate from plus/minus 1.5 meter to plus/minus 4.5 meter boundaries of the original square floor plan. Parametric structural models are generated using appropriate computer programs and the models are exported to structural engineering software for design, analyses and comparative studies.
机译:基于对多元性的认识的当今建筑设计趋势已经导致包括高层建筑在内的所有建筑类型的多种设计方向。这种当代设计趋势产生了许多复杂形状的高层建筑,例如扭曲,倾斜,锥形和自由形式的塔。在为高层建筑开发的许多不同结构系统中,斜交系统具有强大的结构原理和显着的美学潜力,是当今高层建筑中使用最广泛的系统之一。本文研究了用于复杂形状高层建筑的斜交系统的结构性能。设计了带有斜交结构的扭曲,倾斜,锥形和自由形式的高层建筑,并研究了其结构性能。对于扭曲斜交研究,建筑物每层最高扭曲3度。在倾斜斜交研究中,倾斜角的范围为0到13度。研究了偏心率对倾斜塔的重力以及侧向载荷的影响。在研究锥形斜交结构时,锥角为0至3度。在自由形态斜向结构的研究中,自由形态斜向结构的侧向刚度是根据自由形态的波动程度来评估的。自由形式的平面图在原始方形平面图的正负1.5米到正负4.5米范围内波动。参数化结构模型是使用适当的计算机程序生成的,并将模型导出到结构工程软件中进行设计,分析和比较研究。

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