The extended N2 method considering higher mode effects in both plan and elevation

Author:

Kreslin Maja,Fajfar Peter

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Antoniou S, Pinho R (2004) Development and verification of a displacement-based adaptive pushover procedure. J Earthq Eng 8(5): 643–661

2. Aydınoğlu MN (2003) An incremental response spectrum analysis procedure based on inelastic spectral displacements for multi-mode seismic performance evaluation. Bull Earthq Eng 1(1): 3–36

3. Aydınoğlu MN (2004) An improved pushover procedure for engineering practice: incremental response spectrum analysis (IRSA). In: International workshop on “performance-based seismic design: concepts and implementation”, Bled, Slovenia, PEER report 2004/05, pp 345–356

4. Aydınoğlu MN, Önem G (2010) Evaluation of analysis procedures for seismic assessment and retrofit design. In: Garevski M, Ansal A (eds) Earthquake engineering in Europe, Geotechnical, Geological, and Earthquake Engineering, vol 17. Springer, Dordrecht

5. Baros DK, Anagnastopoulos SA (2008) An assessment of static nonlinear pushover analyses in 2-D and 3-D applications, In: Bento R, Pinho R (eds) 3D Pushover 2008—proceedings of nonlinear static methods for design/assessment of 3D structures. IST Press, Lisbon, pp 45–58

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