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Seismic Analysis of Structures. Earthquake Loading. lumped MDOF-sytem with rigid base translation (horizontal case). ground acc. From Clough, Penzien (3). hysteresis law. Reference peak-ground acceleration at Udine: 2.75 m/s 2. Stahlbau Grundlagen – Einführung
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Earthquake Loading lumped MDOF-sytem with rigid base translation (horizontal case) ground acc. From Clough, Penzien (3) hysteresis law
Reference peak-ground acceleration at Udine: 2.75 m/s2 Stahlbau Grundlagen – Einführung Prof. Dr.-Ing. Uwe E. Dorka Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006 3
where: Eigenfrequency: Damping ratio: Response Spectra viscously damped SDOF oscillator simplified response spectrum From Meskouris (5) From Petersen (2) solving this equation for various w and z, butonly for one specific earthquake, the maximum absolute acceleration of this solution gives us the diagram above
Example: • School building with steel frames or Hyde system Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
M2=12450Kg IPE 500 IPE 500 m m HEB 400 HEB 200 HEB 200 M1=16185Kg HEB 400 3.20 3.20 IPE 500 IPE 500 m m HEB 400 HEB 200 HEB 400 HEB 200 M1=16185Kg 3.20 3.20 IPE 500 IPE 500 m m HEB 400 HEB 200 HEB 400 HEB 200 3.20 3.20 M1=16185Kg IPE 500 IPE 500 m m HEB 200 HEB 400 HEB 200 HEB 400 3.20 3.20 M1=16185Kg IPE 500 IPE 500 m m HEB 200 HEB 200 HEB 400 HEB 400 3.20 3.20 8.00m 8.00m Static Systems Frame Hyde System
Hyde System Frame Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
Hyde System Frame Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
Frame Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
Frame details Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
Hyde System Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006
Hyde System details Earthquake Engineering Prof. Dr.-Ing. Uwe E. Dorka Stand: 11.07.2006