Main features used in Lazarevsky Bridge
- Unknown load factor and lack of fit force for cable optimization
- Vehicle load optimization
- Linear dynamic analysis with response spectrum
Project Information
- Owner
- Committee for City Improvement and Road Infrastructure of St. Petersburg Administration
- General Contractor
- Mostostroj
- Engineering Consultant
- AO Institute Stroyproekt
- Construction Period
- 2000 - 2009
- Type of Project
- Cable-stayed Bridge
- Size of Structure
- 115m Main Span, 160m Total Length
- Location
- Saint-Petersburg, Russia
- Used Product
- MIDAS CIVIL
- Modeling
- Result
- Construction
- Panorama
Lazarevsky Bridge connects Krestovsky and Petrogradsky Islands on alignment of Pionerskaya and Sportivnaya Streets. The original bridge built in 1949 was used for pedestrians and trams and was a multi-span beam system with wooden piers on steel piles. The deck of steel sections was paved with wooden boards; the width of the old bridge was 11.3m. After reconstruction the bridge has become a state-of-the-art cable-stayed bridge which has a new dynamic and elegant appearance.
Project Contact
- Engineering Consultant
- AO Institute Stroyproekt
- Address
- 13/2, Dunaisky Prospect, 196158, St. Petersburg, Russia
- Introduction
- Stroyproekt is an engineering group of companies and the leader of Russian road sector in the field of comprehensive design and construction control. Over the years, Stroyproekt have developed numerous outstanding transport structures in different regions of Russia (modern multi-lane highways, bridges, overpasses, flyovers and tunnels).
- Website
- https://www.stpr.ru
- most@stpr.ru