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Bridge Insight : New Development in Long Span Arch Bridges
The Latest Engineering Trends and Issues
MIDAS CIVIL Bridge Design Structural Design Culverts Coefficient of Subgrade Reaction Bearing Capacity Settlement Ratio Elastic Modulus of Ground
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MIDAS CIVIL Bridge Design Arch Bridges Bridge Modeling Global Structural Analysis MIDAS FEA NX Detailed Analysis
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MIDAS CIVIL Bridge Design Structural Analysis Tensile Stress Culverts Culvert Design Safety Verification Culvert Joints Haunches
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Bridge Design Cable Stayed Bridges Dynamic Response Cable Forces Numerical Simulation Cable Force Optimisation Structural Engineering
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1. Introduction
2. The most common causes of culvert bridge failure
3. Culvert bridge analysis & design consideration
4. Conclusion
On July 15, 2020, a portion of approach to Sattarghat Bridge (Ram Janaki Pul) in Bihar, India on Gandak River that was inaugurated a month ago collapsed after water flow increased in the river due to heavy rainfall. The main bridge of the Sattarghat Bridge plan is intact but a culvert (an 18 m long minor bridge) connecting the approach road to the bridge was unable to withstand the pressure caused by the rising levels of the river and was washed away.
MIDAS CIVIL Finite Element Analysis BIM Smart Construction MIDAS FEA NX MIDAS CIM Model Recycling model reusing
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MIDAS CIVIL Bridge Design design criteria beam element Culverts Culverts Modeling Structural Analysis Modeling
Check out our previous blog post, where we discuss 2D and 3D Analysis of Culverts.
We've provided the link here for your convenience [click].
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Please fill out the Download Section (Click here) below the Comment Section to download the Culvert Rigid End Distance Excel Sheet
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MIDAS CIVIL Limit State Design Structural Analysis LRFD Limit State Working Stress Design WSM Design Methodology Design Allowable Stress Design LSM
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to download the Complete Guide to Composite Sections
Bridge Information Modeling BIM MIDAS CIM Interoperability Alignment Modelling 3D Bridge Modelling Quick Modelling Bridge Modelling Software Building Information Modelling Geolocating Projects
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#Lining Design Consideration Alignment Tunnel Supports Material durability structural loads Ground Reaction Curve Support Characteristic Curves
Hey readers… we always come across some or the other type of tunnel, be it city metro lines, railway or roadways tunnels, but what keeps the tunnel standing intact during its operational life is its support system. Tunnel linings, temporary, primary or permanent, constitute the support system of the tunnel or shaft. In my previous article ‘Guidelines for Tunnel Design’, I had presented some basic design considerations and highlighted Research Design and Standards Organisation (RDSO) specifications for tunnel design. Now in this article, we would proceed further towards understanding tunnel support system and what could be the essential considerations for the design of tunnel linings.
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MIDAS CIVIL Bridge Design Structural Analysis API Application Programming Interface MIDAS CIM MIDAS DRAFTER MIDAS API Open API automation Optimization
The construction industry is evolving at mind-blowing speed. Using the latest available technology and software solutions is essential to reduce the efforts of engineers and remove the burden of repetitive tasks. This is where API comes in.
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MIDAS CIVIL Bridge Design Case Study Cable Stayed Bridges Cable Optimization Static Analysis Statically Indeterminate Cable Forces
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In July 2020, we hosted a webinar, “How I Design Bridges: Static Analysis of Cable-Stayed Bridges," by Sam Li, Senior Structural Engineer/CaSE Design, Australia.
Mr. Sam Li goes through the complete process of performing static analysis of cable-stayed bridges, and we believe this knowledge will help various global structural engineers with their ongoing projects.
MIDAS CIVIL BIM BrIM MIDAS CIM Interoperability IFC AEC Industry IFC4 Buildingsmart IFC 4.3 Common Data Environment
Importance of IFC in BIM
#Lining Tunnel Design EPB TBM NATM RDSO RQD RMR Empirical Approach Analytical approach Support Design Q System Numerical Approach
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