Improving seismic behaviour of bridges with lead rubber bearing in Iran
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Date
2011
Journal Title
Journal ISSN
Volume Title
Publisher
Видавництво Львівської політехніки
Abstract
Construction of roads in Iran has received a considerable attention during these years. In this issue, the special
geographic conditions of this country make bridge structures vital. Because of seismic location of Iran, attention to the reduction of risks is needed. Previous studies on seismic
response of bridges prove the effective rules of isolators
against the tremendous usage of elastomeric bearings in Iran. Lead rubber bearing (LRB) is one of the isolators that
comprised of alternate layers of steel and vulcanized rubber with a central lead core. This paper describes the analytical
study on seismic response of two concrete bridges with or
without LRB based on a 3D time history nonlinear analysis using Sap2000 program. The models were subjected to strong
seismic motions recorded near to the zone. Results show the beneficial effect of the isolation system in comparison with
elastomeric bearing system on capability of energy dissipation. Not only, isolators reduce the base shear on bridges but also
reduce shear force and bending moment of piers as well. According to this research deck displacement in isolated
bridges reduces considerably whereas bent displacement is not effected practically in flexible bridges.
Description
Keywords
earthquake, bridge, base isolator, bearing, time history
Citation
Golzar M. J. Improving seismic behaviour of bridges with lead rubber bearing in Iran / Mahdi Jamali Golzar, Mehdi Azharian, Hamid Khalilvandy Behrouzyar // Геодезія, архітектура та будівництво : матеріали IV Міжнародної конференції молодих вчених GAC-2011, 24–26 листопада 2011 р., Україна, Львів / Національний університет "Львівська політехніка". – Львів : Видавництво Львівської політехніки, 2011. – С. 118–121. – (3-й Міжнародний молодіжний фестиваль науки "Litteris et Artibus"). – Bibliography: 6 titles.