Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Local and Modal Damage Indicators for Reinforced Concrete Shear Frames Subject to Earthquakes
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic excitation are defined and studied. Each storey of the shear frame is represented by a Clough and Johnston hysteretic oscillator with degrading elastic fraction of the restoring force. The local maximum softening damage indicators are defined in a closed form based on the variation of the eigenfrequency of the local oscillators due to the local stiffness and strength deterioration.
Local and Modal Damage Indicators for Reinforced Concrete Shear Frames Subject to Earthquakes
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic excitation are defined and studied. Each storey of the shear frame is represented by a Clough and Johnston hysteretic oscillator with degrading elastic fraction of the restoring force. The local maximum softening damage indicators are defined in a closed form based on the variation of the eigenfrequency of the local oscillators due to the local stiffness and strength deterioration.
Local and Modal Damage Indicators for Reinforced Concrete Shear Frames Subject to Earthquakes
Köylüoglu, H. U. (Autor:in) / Nielsen, Søren R. K. (Autor:in) / Abbott, J. (Autor:in) / Cakmak, A. S. (Autor:in)
01.01.1995
Köylüoglu , H U , Nielsen , S R K , Abbott , J & Cakmak , A S 1995 , Local and Modal Damage Indicators for Reinforced Concrete Shear Frames Subject to Earthquakes . Structural Reliability Theory , no. 145 , vol. R9521 , Dept. of Building Technology and Structural Engineering , Aalborg .
Buch
Elektronische Ressource
Englisch
Gaussian Stochastic Processes , Reinforced Concrete Shear Frames , Seismic Excitation , Kanai-Tajimi Spectrum , Fourer Analyses , Storey Shear Frame , Stiffness Matrix , Reinforced Concrete , Clough and Johnston Hysteretic Oscillator , Runge-Kutta Fourth Order Scheme , Damage Indicators , Eigenfrequency
DDC:
690
TECHNICAL PAPERS - Local and Modal Damage Indicators for RC Frames Subject to Earthquakes
| Online Contents | 1998
Hysteretic MDOF Model to Quantify Damage for RC Shear Frames Subject to Earthquakes
| BASE | 1996
Hysteretic MDOF Model to Quantity Damage for RC Shear Frames Subject to Earthquakes
| British Library Conference Proceedings | 1996
| British Library Online Contents | 1997