[MIDAS e-Learning]In-Depth Case Study & Discussion of Network Tied Arch Brdg.
3.2 هزار بار بازدید -
12 سال پیش
-
This course will expand upon
This course will expand upon the principles that were introduced during the previous week's seminar. The focus of the discussion will be the use of Finite Element Modeling to perform the analysis of a Network Tied Arch Bridge. Our bridge engineer, Pouya Banibayat, will cover the following topics:
Special case of Erection by Cable Stayed Method for the Happy Hollow Park and Zoo Bridge
This scope of this project was outlined in the previous presentation. This session will include an in-depth study of the construction that includes a simulation of each stage with their respective temporary supports and temporary retaining elements during arch construction.
How to obtain Pretension Forces in Hangers for optimization
Properly calculating these forces is essential because the structural integrity of the bridge relies heavily on the hangars. A demonstration will be performed on how to use numerical modeling software to obtain pretension forces that meet the required criteria.
Finite Element Analysis of Network Tied Arch Bridges with Moving Loads
Performing moving load analysis for bridge with this unique structure is a complex process that requires Finite Element Analysis in order to obtain accurate results. Our engineer will demonstrate how to do so.
Dynamic Analysis for accidental hanger loss
This is a complication that is unique to Network Tied Arch Bridges and it must be taken into account during the design process.
Special case of Erection by Cable Stayed Method for the Happy Hollow Park and Zoo Bridge
This scope of this project was outlined in the previous presentation. This session will include an in-depth study of the construction that includes a simulation of each stage with their respective temporary supports and temporary retaining elements during arch construction.
How to obtain Pretension Forces in Hangers for optimization
Properly calculating these forces is essential because the structural integrity of the bridge relies heavily on the hangars. A demonstration will be performed on how to use numerical modeling software to obtain pretension forces that meet the required criteria.
Finite Element Analysis of Network Tied Arch Bridges with Moving Loads
Performing moving load analysis for bridge with this unique structure is a complex process that requires Finite Element Analysis in order to obtain accurate results. Our engineer will demonstrate how to do so.
Dynamic Analysis for accidental hanger loss
This is a complication that is unique to Network Tied Arch Bridges and it must be taken into account during the design process.
12 سال پیش
در تاریخ 1391/11/30 منتشر شده
است.
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