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[PDF] Top 20 Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history

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Seismic assessment of a multi-span steel railway bridge  in Turkey based on nonlinear time history

Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history

... for bridge seismic risk assessments, which can be generated empiri- cally or ...structural seismic response analysis. Earth- quake damage data in Turkey are very limited, hence this study ... See full document

10

Seismic assessment of a curved multi-span simply supported truss steel railway bridge

Seismic assessment of a curved multi-span simply supported truss steel railway bridge

... a multi- span steel railway bridge on the Istanbul-Ankara railway line, which is still in service, was determined with the help of fragility ...the bridge was constructed, ... See full document

5

Approximate Method for Performance-Based Seismic Assessment of Steel Moment-Resisting Frames

Approximate Method for Performance-Based Seismic Assessment of Steel Moment-Resisting Frames

... the nonlinear static procedure [15] in an effort to reduce the computational cost of ...of steel moment-resisting frames (MRFs) and buckling-restrained braced frames ...probabilistic seismic demand ... See full document

12

Assessment of critical parameters that affect the seismic performance of bridge steel pedestals

Assessment of critical parameters that affect the seismic performance of bridge steel pedestals

... 50 multi-span simply supported (MSSS) and multi-span continuous (MSC) bridges in Georgia by elevating the bearing height using steel pedestals that range in height up to approximately ... See full document

190

Fatigue Life Assessment of Century Old Railway Bridge in India

Fatigue Life Assessment of Century Old Railway Bridge in India

... the bridge, especially the outer bearing would be in more critical with respect to fatigue ...the bridge is no longer safe from fatigue point of ...the Railway authorities take immediate action by ... See full document

6

Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC Frame

Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC Frame

... this assessment focused on seismic behaviour of ODBS braced RC frame under real registered earthquake records and also the spectral forces parallel to exact modeling by finite ele- ment method ...without ... See full document

30

Comparative Seismic Analysis of Steel Foot Bridge for Human Resource Safety

Comparative Seismic Analysis of Steel Foot Bridge for Human Resource Safety

... A bridge is a structure providing passage over an obstacle without closing the way ...a railway, pedestrians, a canal or a ...road, railway or a valley. In other words, bridge is a structure ... See full document

5

Dynamic response of long-span continuous curved box girder bridge under seismic excitation

Dynamic response of long-span continuous curved box girder bridge under seismic excitation

... each span of the whole bridge is meshed with 3-4 elements, the computing time is greatly reduced compared with ...the bridge are vertical vibration, the 3th and 4th order models are transverse ... See full document

14

Multi Span Bridge work based on line of 
		balance and Critical Path methods integration in Light Rapid Train

Multi Span Bridge work based on line of balance and Critical Path methods integration in Light Rapid Train

... system Multi-Span Bridge, the development of this project turned out to have other problems, this was due to the narrow extent of the land owned by the government in Jakarta, which necessitated the ... See full document

12

Time-dependent Behaviour Analysis of Long-span Concrete Arch Bridge

Time-dependent Behaviour Analysis of Long-span Concrete Arch Bridge

... with time due to the concrete creep and shrinkage, although they have the same deformation ...speed railway operation (Ma, Xiang, Zhao, Xu, & Xie, ...after bridge completion, the deformations of ... See full document

22

Optimized Health Monitoring Plans for a Steel, Double-Track Railway Bridge

Optimized Health Monitoring Plans for a Steel, Double-Track Railway Bridge

... riveted railway bridges, optimal sensor placement, behavior of riveted steel railway bridges and reported fatigue ...of railway bridges, it was determined that the involved literature in ... See full document

208

An Assessment of the Seismic Performance of the Historic Tigris Bridge

An Assessment of the Seismic Performance of the Historic Tigris Bridge

... Turkey is an active seismic country. Therefore, earthquakes can be devastating for historical buildings. Damages caused by earthquakes can be manifested by cracks in the arches. Stones are strong in ... See full document

10

Characterization of the Cyclic Behavior of Corroded Steel Bridge Bearings and their Influence on Seismic Bridge Performance.

Characterization of the Cyclic Behavior of Corroded Steel Bridge Bearings and their Influence on Seismic Bridge Performance.

... National Bridge Inventory shows that there are over 600,000 bridges that make up the United States’ roadway network (FHWA ...the bridge inventory is approaching the end of its design life (AASHTO ...the ... See full document

345

Influence of Passive Isolator Parameters on Seismic Response Control of Multi-Span Bridges

Influence of Passive Isolator Parameters on Seismic Response Control of Multi-Span Bridges

... The seismic response of bridges seismically isolated by elastomeric bearings to earthquake excitation is presented in this ...isolated bridge and to assess the effects of seismic isolation on peak ... See full document

10

Seismic Analysis of Multi Storey Steel Structure with Steel Bracing at Different Location

Seismic Analysis of Multi Storey Steel Structure with Steel Bracing at Different Location

... IS 1893(part I) is used for seismic load calculations. The mass of the building is supposed to be lumped at the floor levels. The weight of columns beams and walls have been equally distributed to the floors above ... See full document

6

Analysis and Design of a Steel Trussed Bridge of 93.20 M  Span across Salt Creek in Kakinada

Analysis and Design of a Steel Trussed Bridge of 93.20 M Span across Salt Creek in Kakinada

... the bridge structure as a structural ...of steel bridge structure to support ...a bridge structure to support this ...new steel bridge of 93.20 m span to cross the MS ... See full document

5

Overview - of Seismic Resistance of Railway Steel Trusses Bridges Using Splice Connection

Overview - of Seismic Resistance of Railway Steel Trusses Bridges Using Splice Connection

... the steel system for seismic resistance and the most flexible of steel ...These steel systems were not encased in concrete and were clad with precast concrete, metal panels, or ... See full document

17

Structural Damage Detection of A Steel-Truss Railway Bridge Using its Dynamic Characteristics

Structural Damage Detection of A Steel-Truss Railway Bridge Using its Dynamic Characteristics

... Many steel truss rail bridges in Indonesia were built decades ...that bridge structure is in-service conditions, periodic monitoring is required, thus structural health of the bridge can be assessed ... See full document

7

Risk-based seismic performance assessment of existing tall steel framed buildings

Risk-based seismic performance assessment of existing tall steel framed buildings

... for seismic design ...between seismic hazard and structural response (Lin and Baker ...the assessment, using USGS de-aggregation data at each earthquake ground motion intensity ... See full document

438

Holocene vegetation history from King River railway bridge, western Tasmania

Holocene vegetation history from King River railway bridge, western Tasmania

... VAN DE GEER, G., FITZSIMMONS, S.]. AND COLHOUN, E.A., 1991 (20:xii): Holocene vegerarion hisrory from King River Railway Bridge, western Tasmania. Pap. Proc. R. Soc. Tasm. 125: 73-77. ... See full document

5

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