中低層鉄骨造建築物の固有周期と動特性

概要

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Natural period is one of the most important element to determine the design seismic load and also to discuss the dynamic property. Design seismic loads for low-and medium-rise steel structures are calculated by using natural periods of buildings which are assumed by the formula T=0.03h (h : Height of building) Never the less, real natural periods are very long especially low-rise building compared with assumed natural periods. So, this paper describes the real natural period and seismic behavior of steel structure depend on real natural period.
一般社団法人日本建築学会の論文
2000-03-20