Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Structural monitoring of andirap bridge for overload passage
Date
2009-01-01
Author
Türer, Ahmet
Metadata
Show full item record
Item Usage Stats
179
views
0
downloads
Cite This
Andirap bridge is located over Seyhan river passing a deep valley and has a big strategic importance since heavy loaded trucks carrying excavation and fill material from Kavsak Bendi hydroelectric power plant construction site have to use the bridge. Serious concerns were raised since Andirap bridge may not be adequately strong to carry about 250 trucks per day, each weighting more than 50 tons for the coming next two years. A preliminary visual and analytical evaluation of the bridge has leaded instrumented truck load testing. Strengthening of bridge members were canned out. Currently, 10 strain and temperature gages as well as two displacement sensors are installed on the bridge and monitoring bridge response under truck traffic to detect if there would be any permanent changes in the bridge's structural health status. Interesting results are reported about dynamic amplification of truck load induced member forces acting on the bridge. Attempts on permanent vertical deformation measurement systems were discussed.
Subject Keywords
Automobiles
,
Bridges
,
Hydroelectric power
,
Hydroelectric power plants
,
Load testing
,
Monitoring
,
Strain measurement
,
Trucks
URI
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84944672099&origin=inward
https://hdl.handle.net/11511/72050
Conference Name
7th International Workshop on Structural Health Monitoring: From System Integration to Autonomous Systems, IWSHM 2009 (9-11 September)
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Structural modelling, analysis, and evaluation of the historic buzlupinar bridge and recommendations for its reconstruction /
Çabuk, Ezgi; Türer, Ahmet; Şahin Güçhan, Neriman; Restoration in Department of Architecture (2015)
The Historic Buzlupınar Bridge is a timber pedestrian bridge, located in Buzlupınar Village, Rize, Turkey, which was constructed early in the 20th century and partially collapsed in 2008 at about 100 years of age. The wind loading was deemed responsible for the collapse of the bridge as stated by the locals. General Directorate of Highways has attributed special attention to Buzlupınar Bridge due to its rare value as a timber pedestrian bridge and has taken decision in 2012 to be rebuilt it again. In this t...
Drag characteristics of a historical bridge pier
Bülbül, Mehmet Mert; Denli Tokyay, Nuray; Department of Civil Engineering (2017)
The construction of river bridge requires placement of bridge piers within the river. These piers obstruct the flow and may cause an increase in water level on the upstream side of the bridge. This increase in water level has a negative impact on the stability of bridge and may be responsible for scouring action around the bridge pier. The shape of the bridge pier is an important factor. Since 20th century on, streamlined shapes for bridge piers are being used. It is also known that for the first time in hi...
3-DIMENSIONAL NUMERICAL MODELING OF TUNNEL INDUCED DEFORMATION FIELD (NECATIBEY SUBWAY STATION, ANKARA, TURKEY)
AKTÜRK, ÖZGÜR; Doyuran, Vedat (2011-06-25)
In heavily settled areas, deformations induced by the tunnel excavation may cause serious damage to nearby structures. Therefore, it is necessary to study effective means of controlling tunnel induced deformations. The main parameters affecting the failure and deformation state of the soil around a circular underground opening are the physical characteristics of the soil, the diameter of the opening, and the support pressure. In this study, 3-Dimensional (3D) FDM analyses were conducted to assess tunneling ...
Seismic performance assessment of reinforced concrete overpass bridges with nonlinear analyses
Cantürk, Tolga; Baran, Eray; Department of Civil Engineering (2022-2)
In this study, seismic performance assessment of reinforced concrete overpass bridges located along the currently under construction Kınalı-Tekirdağ-Çanakkale-Savaştepe Highway was conducted. Overpass bridges consisted of two-span precast concrete girders and reinforced concrete cast-in-place circular cross section columns. Because of proximity to active faults detailed seismic investigation of the region had already been conducted and site-specific seismic design spectrums had been developed. Structural de...
Structural monitoring and analysis of steel truss railroad bridges
Akın, Tuğba; Türer, Ahmet; Department of Civil Engineering (2012)
Railroad bridges are the most important connection parts of railroad networks. These bridges are exposed to heavier train loads compared to highway bridges as well as various detrimental ambient conditions during their life span. The railroad bridges in Turkey are mostly constructed during the late Ottoman and first periods of the Turkish Republic; therefore, they are generally close to about 100 years of age; their inspection and maintenance works are essential. Structural health monitoring (SHM) technique...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
A. Türer, “Structural monitoring of andirap bridge for overload passage,” Stanford, CA, USA, 2009, vol. 2, p. 1707, Accessed: 00, 2021. [Online]. Available: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84944672099&origin=inward.