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Paper: ecce-1997-233
| Paper title: | Computer supported evaluation of interrelations between seismic acceleration parameters and the behaviour of structures |
| Authors: | Elenas A |
| Summary: | This paper describes first some acceleration parameters of seismic excitations. Next, a nonlinear analysis of a reinforced concrete plane frame is carried out to elaborate the influence of the aforementioned parameters on the behaviour of the structure. Damage indicators in the form of cross sectional ductility demand are then evaluated and correlated with the strong motion characteristics. Furthermore, the ductility demand is compared with the cross sectional ductility supply of the structure. The aim of this computer supported study is t o extract among the several here presented seismic parameters, those which have drastic affection on the damage indicators of the structures. |
| Type: | |
| Year of publication: | 1997 |
| Series: | ecce:1997 |
| Download paper: | /pdfs/ecce-1997-233.content.pdf |
| Citation: | Elenas A (1997). Computer supported evaluation of interrelations between seismic acceleration parameters and the behaviour of structures . Sarja A (editor); Computers in the practice of building and civil engineering, Worldwide ECCE symposium; September 3-5, 1997, Finland, http://itc.scix.net/paper/ecce-1997-233 |
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