D-A-CH TAGUNG 2011 - SGEB

LITERATUR[1] EC8 - ÖNORM EN 1998-1. Eurocode 8: Auslegung von Bauwerken gegen Erdbeben.Teil 1: Grundlagen, Erdbebeneinwirkungen und Regeln für Hochbauten, 2005.[2] C. Adam, L.F. Ibarra und H. Krawinkler, Evaluation of P-delta effects in nondeterioratingMDOF structures from equivalent SDOF systems. 13th World Conferenceon Earthquake Engineering, 1.-6. August 2004, Vancouver B.C., Canada. DVD-ROMpaper, 15 S., Canadian Association for Earthquake Engineering, 2004.[3] C. Adam und C. Jäger, Seismic induced global collapse of non-deteriorating framestructures. Papadrakakis, M., Fragiadakis, M., Lagaros, N.D., eds. ComputationalMethods in Earthquake Engineering, S. 21-40, Springer, 2011.[4] C. Adam und C. Jäger, Collapse capacity assessment of earthquake excited regular framestructures vulnerable to P-delta (eingereicht zur Publikation).[5] C. Adam und J.-P. Spieß, Vereinfachte Bestimmung der globalen Kollapskapazitätstabilitätsgefährdeter Rahmentragwerke unter Erdbebeneinwirkung. In: Proc. D-A-CHTagung 2007 der Österreichischen Gesellschaft für Erdbebeningenieurwesen undBaudynamik, 27.-28. September 2007, Wien, Manuskript Nr. 30, 10 S., 2007[6] H. Krawinkler, F. Zareian, D.G. Lignos und L.F. Ibarra, Prediction of collapse ofstructures under earthquake excitations. M. Papadrakakis, N.D. Lagaros, M. Fragiadakiseds. 2 nd International Conference on Computational Methods in Structural Dynamics andEarthquake Engineering (COMPDYN 2009), Rhodes, Greece, 22.-24. Juni 2009, CD-ROM paper, paper no. CD449, 2009.[7] D. Vamvatsikos und C.A. Cornell, Incremental dynamic analysis. EarthquakeEngineering and Structural Dynamics 31, 491-514, 2002.[8] FEMA P-695, Quantification of Building Seismic Performance Factors. FederalEmergency Management Agency, Washington D.C., 2009.[9] FEMA 368: NEHRP recommended provisions for seismic regulations for new buildingsand other structures. 2000 Edition. Part 1: Provisions. Washington D.C.: FederalEmergency Management Agency, 2000.[10] L.F. Ibarra und H. Krawinkler, Global collapse of frame structures under seismicexcitations. Report No. PEER 2005/06, Pacific Earthquake Engineering Research Center,University of California, Berkeley, CA, 2005.[11] F. Zareian, H. Krawinkler, L. Ibarrra und D. Lignos, Basic concepts and performancemeasures in prediction of collapse of buildings under earthquake ground motions. Struct.Design Tall Spec. Build. 19, 167-181, 2010.[12] P. Fajfar, Structural analysis in earthquake engineering - a breakthrough of simplifiednon-linear methods. 12th European Conference on Earthquake Engineering, CD-ROMpaper, Paper Ref. 843, 20 S., Elsevier, 2002.[13] G.A. MacRae, P- effects on single-degree-of-freedom structures in earthquakes.Earthquake Spectra 10, 539-568, 1994.[14] C. Adam und C. Jäger, Seismic collapse capacity of basic inelastic structures vulnerableto the P-delta effect. Earthquake Engineering and Structural Dynamics (im Druck).45412