Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta

Author:

Adam Christoph,Jäger Clemens

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. Ibarra LF, Krawinkler H. Global collapse of frame structures under seismic excitations. Report no. PEER 2005/06. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA; 2005.

2. Krawinkler H, Zareian F, Lignos DG, Ibarra LF. Prediction of collapse of structures under earthquake excitations. In: Papadrakakis M, Lagaros ND, Fragiadakis M, editors. 2nd International conference on computational methods in structural dynamics and earthquake engineering (COMPDYN 2009), Rhodes, Greece; June 22–24, 2009 [CD-ROM paper, Paper no. CD449].

3. Haselton CB, Liel AB, Deierlein GG. Simulating structural collapse due to earthquakes: model idealization, model calibration, and numerical simulation algorithms. In: Papadrakakis M, Lagaros ND, Fragiadakis M, editors. 2nd International conference on computational methods in structural dynamics and earthquake engineering (COMPDYN 2009); June 22–24, 2009, Rhodes, Greece [CD-ROM paper, Paper no. CD497].

4. Lignos DG, Krawinkler H. Sidesway collapse of deteriorating structural systems under seismic excitations. Report no. TR 172, The John A. Blume Earthquake Engineering Research Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA; 2009.

5. Adam C, Ibarra LF, Krawinkler H. Evaluation of P-delta effects in non-deteriorating MDOF structures from equivalent SDOF systems. In: 13th World conference on earthquake engineering; August 1–6, 2004, Vancouver BC, Canada [DVD-ROM paper, 15p. Canadian Association for Earthquake Engineering, 2004].

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