Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
Elastio-plastic dynamic analyses of 5 reinforced concrete frame-core wall structures with different structural characteristics were carried out under several sets of ground motions. The earthquake total input energy of the structure under ground motion, and the regularity of the total input energy between hysteretic energy and damping energy were discussed; the distribution of hysteretic energy among shear wall, coupling beams and frames were studied, as well as the distribution of hysteretic energy along different stories. The results show that the hysteretic energy is increased with the peak ground acceleration. The earthquake records with different spectrum characteristics have a great influence on hysteretic energy. Although the total hysteretic energy among different structural members are steady, the distribution of hysteretic energy among shear wall, coupling beams and frames may vary significantly. It is found that the bottom portion of shear walls and coupling beams in middle floors are the predominant energy dissipated area.
Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
Elastio-plastic dynamic analyses of 5 reinforced concrete frame-core wall structures with different structural characteristics were carried out under several sets of ground motions. The earthquake total input energy of the structure under ground motion, and the regularity of the total input energy between hysteretic energy and damping energy were discussed; the distribution of hysteretic energy among shear wall, coupling beams and frames were studied, as well as the distribution of hysteretic energy along different stories. The results show that the hysteretic energy is increased with the peak ground acceleration. The earthquake records with different spectrum characteristics have a great influence on hysteretic energy. Although the total hysteretic energy among different structural members are steady, the distribution of hysteretic energy among shear wall, coupling beams and frames may vary significantly. It is found that the bottom portion of shear walls and coupling beams in middle floors are the predominant energy dissipated area.
Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
Advanced Materials Research ; 671-674 ; 1329-1334
11.03.2013
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
| Tema Archiv | 2013
Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
| British Library Conference Proceedings | 2013
Seismic Performance Analysis of Steel Reinforced Concrete Frame-Concrete Core Wall Structure
| British Library Conference Proceedings | 2011
Seismic Performance Analysis of Steel Reinforced Concrete Frame-Concrete Core Wall Structure
| Trans Tech Publications | 2011
Seismic energy response of steel frame - reinforced concrete shear wall hybrid structures
| British Library Online Contents | 2007