Multi-hazard design of low-damage high-rise steel–timber buildings subjected to wind and earthquake loading

Author:

Ciabattoni Micol,Petrini Francesco,Pampanin Stefano

Funder

Sapienza Università di Roma

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Concept and development of hybrid solutionsfor seismic resistant bridge systems;Palermo;J Earthq Eng,2005

2. Preliminary results and conclusions from the PRESSS five-story precast concrete test building;Priestley;PCI J,1999

3. NZCS (2010). PRESSS Deign Handbook, (Editor: S. Pampanin), New Zealand Concrete Society, Wellington, March.

4. Sarti F., Smith T., Palermo A., Pampanin S., Carradine D.M. (2013). Experimental and analytical study of replaceable Buckling-Restrained Fuse-type (BRF) mild steel dissipaters. Conference of the New Zealand Society for Earthquake Engineering (2013 NZSEE Conference), Wellington, 26–28 April 2013. Available at http://db.nzsee.org.nz/2013/Paper_29.pdf (accessed on April, 08, 2021).

5. Pampanin, S., Christopoulos, C. and Priestley M.J.N., (2002). Residual Deformations in the Performance-Based Seismic Assessment of Frame Systems, Research Report ROSE (European School on Advanced Studies on Reduction of Seismic Risk) 2002/2, Pavia, pp. 226.

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