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High clearance scaffold systems during construction - II. Structural analysis and development of design guidelines

机译:施工期间的高间隙脚手架系统-II。结构分析和设计指南的制定

摘要

A simplified structural analysis procedure for high-clearance scaffold systems based on a 'set' concept is presented. The validity of this simplified procedure is confirmed by comparing the results with the more refined computer model developed in part one of this paper (Engng Struct. 1996, 18, 247-257). The effect of bamboo cross-braces on increasing the stiffness of the scaffold system is also investigated. On the basis of the analysis results, a simplified procedure for estimating the critical loads for scaffold systems and some recommendations for practical design are presented. Both the simplified analysis procedure and the recommended guidelines have the potential for use by engineers in the actual design of scaffold systems during construction.
机译:提出了一种基于“集合”概念的高净空支架系统的简化结构分析程序。通过将结果与本文第一部分中开发的更为精炼的计算机模型进行比较,可以证实该简化程序的有效性(Engng Struct。1996,18,247-257)。还研究了竹横撑对增加脚手架系统刚度的影响。根据分析结果,提出了一种估算脚手架系统临界载荷的简化程序,并为实际设计提供了一些建议。简化的分析程序和建议的指南都有可能被工程师在施工过程中的脚手架系统的实际设计中使用。

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