ANALYSIS OF DESIGN DEPENDABILITY OF CRITICAL UNITS OF ARCH SPANS OF PEDESTRIAN OVERPASSES BASED ON NUMERICAL AND SIMULATION METHODS
https://doi.org/10.21683/1729-2646-2014-0-4-47-60
Abstract
The paper deals with the design dependability of the grip-arm interface “arch – bowstring – jack beam” in spans of pedestrian overpasses. Dependability estimation required the performance of a number of simulation procedures that include five basic steps. Exhaustion of weight strength in one of the critical element of the arch – bowstring – jack beam joint was the criterion of making a decision about failure.
About the Authors
I. Yu. Maystrenko
Kazan State Architecture and Construction University (KGASU)
Russian Federation
PhD Engineering, professor assistant of Chair of Bridges and Transport Tunnels
Russian Federation
PhD Engineering, professor assistant of Chair of Bridges and Transport Tunnels
I. I. Yusupov
Kazan State Architecture and Construction University (KGASU)
Russian Federation
Post graduate student of Chair of Bridges and Transport Tunnels
Russian Federation
Post graduate student of Chair of Bridges and Transport Tunnels
T. A. Zinnurov
Kazan State Architecture and Construction University (KGASU)
Russian Federation
PhD Engineering, senior lecturer of Chair of Bridges and Transport Tunnels
Russian Federation
PhD Engineering, senior lecturer of Chair of Bridges and Transport Tunnels
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Review
For citations:
Maystrenko I.Yu., Yusupov I.I., Zinnurov T.A. ANALYSIS OF DESIGN DEPENDABILITY OF CRITICAL UNITS OF ARCH SPANS OF PEDESTRIAN OVERPASSES BASED ON NUMERICAL AND SIMULATION METHODS. Dependability. 2014;(4):47-60. https://doi.org/10.21683/1729-2646-2014-0-4-47-60
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ISSN 1729-2646 (Print)
ISSN 2500-3909 (Online)
ISSN 2500-3909 (Online)
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