488 University Avenue - Toronto: Redefining possible in the vertical expansion of buildings

Author:

Morava Bujar1,Love Shayne1,Liang David2

Affiliation:

1. Motioneering Inc., Guelph, Ontario, CANADA

2. Sigmund Soudack & Associates Inc., Toronto, Ontario, CANADA

Abstract

<p>488 University Avenue condominium is a unique, first-ever designed and constructed 55-story tower, where 37 stories of residential units were added above an existing 18-story office building. This was made possible by an innovative structural solution assisted by extensive wind tunnel testing and the implementation of a tuned sloshing damper (TSO} system to achieve the required strength and serviceability performance targets.</p><p>In this paper, a detailed description of the structural solution implemented for this building is first presented. Then, the wind tunnel testing considered for the evaluation of the wind performance of the building is discussed with a particular focus on the assessment of wind-induced motions and their acceptability for occupant comfort. Lastly, the implementation and the as-built performance verification of the TSO are demonstrated using full-scale measurement data obtained from a long- term structural monitoring program.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference5 articles.

1. Xie J. and Garber J. HFFB Technique and its Validation Studies. Proceedings of the 4th International Conference on Advances in Wind and Structures (AWAS’08), Jeju, Korea; 2008.

2. Irwin, P. Pressure Model Techniques for Cladding Loads. Journal of Wind Engineeringand Industrial Aerodynamics. 1988; 29: 69-78.

3. ISO 10137. Bases for design of structures - Serviceability of buildings and walkways against vibrations. Geneva: International Organization for Standardization; 2007.

4. Tamboli A. Tall and Supertall Buildings: Planning and Design. New York: McGraw-Hill Education; 2014.

5. Tait M. Modelling and preliminary design of a structure-TLD system. Engineering Structures. 2008; 30: 2644-2655.

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