Union house
Open Access
- 30 June 1983
- journal article
- Published by New Zealand Society for Earthquake Engineering in Bulletin of the New Zealand Society for Earthquake Engineering
- Vol. 16 (2), 83-97
- https://doi.org/10.5459/bnzsee.16.2.83-97
Abstract
This paper describes the design and construction of a twelve storey office building which has base isolators (i.e. energy dissipators) and external cross bracing to resist lateral loads. The computer analysis techniques used are described and some comparisons are made with non-base isolated structures. The system shows a practical method of using base isolation and energy dissipation techniques in a multi-storey structure. The construction of the building has proved the system to be advantageous in terms of both cost and construction time.Keywords
This publication has 3 references indexed in Scilit:
- Correspondence on base isolated structuresBulletin of the New Zealand Society for Earthquake Engineering, 1979
- Tapered steel energy dissipators for earthquake resistant structuresBulletin of the New Zealand Society for Earthquake Engineering, 1978
- Consistent mass Matrix for Distributed Mass SystemsJournal of the Structural Division, 1963