Optimum seismic design of a multi-storey steel frame
✍ Scribed by K. Jármai; J. Farkas; Y. Kurobane
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 681 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0141-0296
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
This paper presents the results of a study on the seismic behaviour of a well-instrumented 52-storey steel frame building in Los Angeles, California. This building has been subjected to ground motions from several earthquakes among which the records obtained during the 1991 Sierra Madre earthquake a
Proposed in this paper is an approach of evaluating the elastic buckling loads for multi-storey unbraced steel frames subjected to variable loading or non-proportional loading. In the case of variable loading, the conventional assumption of proportional loading is abandoned, and different load patte
A new method for designing moment resisting steel frames failing in a global mode is presented in this paper. Starting from the analysis of the typical collapse mechanisms of frames subjected to horizontal forces, the method is based on the application of the kinematic theorem of plastic collapse. T