Challenges and Problems in Performance-Based Design of Tall Buildings

Author:

Aydınoğlu M. Nuray

Publisher

Springer Netherlands

Reference16 articles.

1. Aydınoğlu MN (1993) Consistent formulation of direct and substructure methods in nonlinear soil-structure interaction. Soil Dyn Earthq Eng 12:403–410

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

3. Aydınoğlu MN (2004) An improved pushover procedure for engineering practice: Incremental Response Spectrum Analysis (IRSA). International workshop on “Performance-based seismic design: concepts and implementation”, Bled, Slovenia, PEER Report 2004/05, pp 345–356

4. Aydınoğlu MN (2011) Draft seismic design code for tall buildings in Istanbul metropolitan area. U.S.-Iran-Turkey seismic workshop on “Seismic risk management in urban areas”, 14–16 Dec 2010, Istanbul, Turkey – PEER Report 2011/07, pp 55–63

5. Aydınoğlu MN, Siyahi B, Akbaş B, Fahjan Y (2012) Soil – pile – structure interaction: a practical approach for performance-based seismic design of tall buildings. In: Second international conference on performance-based design in earthquake geotechnical engineering, Taormina, Italy, 28–30 May 2012

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