Dynamical analysis of the cable stayed beam
作者单位：Vrije Universiteit Brussel Faculty of Engineering Sciences Dept. Mechanics of Materials and Constructions Brussels Belgium Research Assistant Besix Brussels Belgium Architectural Engineer Vrije Universiteit Brussel Faculty of Engineering Sciences Dept. Mechanics of Materials and Constructions Brussels Belgium Professor Vrije Universiteit Brussel Faculty of Engineering Sciences Dept. Architectonic Engineering Sciences Brussels Belgium Samyn ＆ Partners Architects and Engineers Brussels Belgium Professor
会议名称：《International Symposium on New Olympics New Shell and Spatial Structures》
会议日期：2006年
学科分类：08[工学] 081402[工学-结构工程] 081304[工学-建筑技术科学] 0813[工学-建筑学] 0814[工学-土木工程]
摘 要：正Within the framework of sustainable development we strive for constructions with a minimum volume. When only static loads are considered D. Debacker [2] proves that at conceptual design stage, the cable stayed beams （Figure 1） can offer considerable volume reductions with respect to other traditional structural typologies, especially statically determinate beams. These results are obtained by using morphological indicators （MI） and are reconsidered in the light of resonance phenomena.