Contribution of typical non-structural components to the performance of high-rise buildings based on field reconnaissance

Author:

Li Bing,Hutchinson Graham Leighton,Duffield Colin Fraser

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference19 articles.

1. Arup Melbourne Office. (2006) Design Drawings of Dock 5 Building. VIC, Australia: Arup Melbourne Office.

2. Brockenbrough, R.L. and Merritt, F.S. (1999) Structural Steel Designer's Handbook. New York: McGraw-Hill.

3. Casafont, M., Arnedo, A., Roure, F. and Rodriguez-Ferran, A. (2006) Experimental testing of joints for seismic design of lightweight structures. Part 2: Bolted joints in straps. Thin-Walled Structures 44 (6): 677–691.

4. Dean, B., Martin, O., Emery, D. and Chancellor, P. (2001) Tall building design innovations in Australia. In: 6th World Congress of the Council On Tall Buildings and Urban Habitat. New York, NY: Spon Press.

5. Fan, H., Li, Q.S., Tuan, A.Y. and Xu, L. (2009) Seismic analysis of the world's tallest building. Journal of Constructional Steel Research 65 (5): 1206–1215.

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