大跨度单层穹顶结构的直接分析设计与施工

Y. P. Liu, Sinno Jialin Pan, Simon W K Leung, Sharon Lai-Fung Chan
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引用次数: 5

摘要

大跨度屋顶在世界范围内广泛使用,因为它们提供了大的内部空间,没有柱子等障碍物。在大跨度屋面设计中,传统的设计方法面临着屈曲有效长度的不确定性等诸多困难。采用先进的二阶直接分析法(SODA)进行结构设计,在结构安全和节约成本方面具有许多优势。本文提出了考虑P-Δ和P-Δ效应以及初始缺陷的大跨度屋面设计SODA,不再需要有效长度假设。将SODA概念应用于实际结构的设计似乎是新的和独特的,特别是在施工阶段的设计方面。本文首次报道了SODA在大跨度结构施工中的关键考虑因素。在SODA的指导下,吊装程序、临时支撑系统(TSS)和从临时支撑系统转移到永久结构的卸载顺序的规划可以实现经济的设计和安全的施工。以澳门某已建成的大跨度单层屋面结构为例,验证了该方法的有效性、实用性、准确性和可靠性,并作为院士和工程师在实践中进行超前设计联合工作的成功范例。
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Design and construction of long-span single-layer dome structures by direct analysis
ABSTRACT Long-span roofs are widely used worldwide as they provide large internal spaces without obstructions like columns. In designing long-span roofs, the traditional design method faces many difficulties, such as uncertainty in buckling effective length. The advanced second-order direct analysis (SODA) method for design shows and has many advantages for structural safety and cost saving. In this paper, the SODA considering P-Δ and P-δ effects as well as initial imperfections is proposed for designing of long-span roofs and the assumption of effective length is no longer required. The application of this concept of SODA to the design of practical structures appears to be new and unique, especially on the aspects of design at the construction stages. Key considerations for the construction of long-span structures by SODA are first reported. The planning of the lifting procedure, temporary support system (TSS) and off-loading sequences for load transfer from a TSS to permanent structure is guided by SODA such that an economic design and safe construction can be achieved. A constructed long-span single-layer roof structure in Macau is used to demonstrate the validity, practicality, accuracy and reliability of the proposed method and is taken as an example of successful joint work for advanced design by academicians and engineers in practice.
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来源期刊
Transactions Hong Kong Institution of Engineers
Transactions Hong Kong Institution of Engineers Engineering-Engineering (all)
CiteScore
2.70
自引率
0.00%
发文量
22
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