Structures Congress 2017

Soules, J. G. (Greg)

doi:10.1061/9780784480403

Structures Congress 2017

Bridges and Transportation Structures

Herausgeber:	J. G. (Greg) Soules
Medium:	Tagungsband
Sprache(n):	Englisch
Verlag:	American Society of Civil Engineers
Veröffentlicht in:	Washington, USA
Tagung:	Structures Congress 2017, 6–8 April 2017, Denver, Colorado
Seite(n):	547
Jahr:	2017
eISBN:	9780784480403
DOI:	10.1061/9780784480403
Bestellbar bei:

Artikel

Autor(en)	Titel	Seite(n)
Abdullah, A. B. M.	Unbonded Tendons as an Alternative for Bonded Tendons in Post-Tensioned Bridges: Constructability, Structural Performance, and Monitoring
Alipour, Mohamad	Pattern Recognition in the National Bridge Inventory for Automated Screening and the Assessment of Infrastructure
Ataei, H.	Proposed Framework for the Performance-Based Seismic Design of Highway Bridges
Ayilara, A. Q.	Impact of the Overloading of Heavy Goods Vehicles on the Fatigue Life of Steel Bridges
Balakrishna, Chandana C.	Examination of Steel Pin and Hanger Options—Retrofit to Replacement
Birhane, T. H.	A Computational Framework for the Aerodynamic Shape Optimization of Long-Span Bridge Decks
Chinaka, Emmanuel	Evaluation of Bond Strength for AFRP Reinforcing Bars in Columns with Self-Consolidating Concrete
Chorzepa, Mi G.	Enhancing the Modeling of UHPC Connections Subjected to Fatigue Loading for Modular Concrete Bridge Deck Design
Daghash, Sherif M.	Mechanical Evaluation of Corrosion-Resistant Steel Plates for Bridge Girder Fabrication
Davis, Nathan	Reliability Analysis of Existing Bridge Deep Foundations for Reuse
El-Zohairy, Ayman	Parametric Study of the External Strengthening of Composite Beams Using Post-Tensioned Tendons
Emenheiser, Jonathan E.	Dolores River Bridge—Bedrock, CO: Remote Site Solution for Deep Scour
Filho, J. E. Abdalla	A Methodology for the Dynamic Analysis of Railway Bridges Subjected to Vehicular Loads
Frankl, Bernard A.	Influence of Horizontal Curvature on the Shear Resistance of Steel Plate Girders with Slender Webs
Gottsäter, E.	Comparison of Models for the Design of Portal Frame Bridges with Regard to Restraint Forces
Goulet, W. R.	Fanny Appleton Pedestrian Bridge: From Base Technical Concept to Final Design
Hebdon, Matthew H.	Redundancy and Fracture Resilience of Built-Up Steel Girders
Henning, Scott H.	Investigation into a Simplified Dynamic Analysis for Simple Span High-Speed Rail Structures
Kargarmoakhar, Ramtin	Experimental and Analytical Investigation of the Reynolds Number Effect on Wind Forces for Multi-Girder Bridges
Khader, Syed Adnan	Experimental Evaluation and Development of a Self-Centering Friction Damping Brace
Kim, Kun-Ho Eugene	Behavior of FRP Retrofitted Bridge Timber Piles under Earthquake and Tsunami Loading
Kimmle, Andrew R.	Impact Factor Determination for High-Speed Rail Bridges
Kozak, D. L.	Seismic Response of Integral Abutment Bridges
Lee, Hohsing	Structural Challenges in the Design of Three Pedestrian Bridges
Lerner, Stuart	A Tunnel Grows in Brooklyn: How an Innovative Portal Structure Minimized Impacts on Bustling Atlantic Avenue and Long Island Rail Road Operations in NYC
Li, Han	Performance Evaluation of High-Performance Isolation Rubber Bearings for the Seismic Mitigation of Bridge Structures
Motaleb, Mehdi	Repairing Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge: Field Test
Nasrin, S.	Behavior of Retrofitted UHPC Beams Using Carbon Fiber Composites under Impact Loads
Osborne, Gonzalo	Feeding System of the Segments in the Main Span for the New Champlain Cable-Stayed Bridge
Otter, Duane	A Railroad Perspective on Bridge Measurement and Monitoring Systems
Parghi, Anant	Collapse Fragility Analysis of Non-Seismically Designed Bridge Columns Retrofitted with FRP Composites
Rohner, John G.	Truckee River Bridge—Tahoe City, CA: Trail Access below a River Bridge
Rostamian, Mehdi	Effect of Seismic Retrofitting on the Behavior of RC Bridge Columns Subjected to Main Shock-Aftershock Sequences
Sánchez-Peral, Bernardo Crespo	Infrastructure Recovery for Resilience Quantification
Soleimani, F.	The Effect of Superstructure Curvature on the Seismic Performance of Box-Girder Bridges with In-Span Hinges
Tamanani, Majid	Dynamic Time History Response of Irregular Bridges
Upadhyay, A.	Comparison of the Seismic Retrofit of a Three-Column Bridge Bent with Buckling Restrained Braces and Self Centering Braces
Wang, Yuandong	Effects of Ground Motion Incidence Angles in a Reinforced Concrete Skewed Bridge Retrofitted with Bucking Restrained Braces
Wang, Zhengnan	Fragility Analysis of a Continuous Gird Bridge Subjected to a Mainshock-Aftershock Sequence Considering Deterioration
Whitmore, David	Investigating and Resolving Bridge Grouted PT-Strand Corrosion Problems
Wiederholz, Christian	Reconstructing History: Redesigning Historic Bridges to Meet Today's Greater Demands
Wu, Ruo-Yang	Rapid Seismic Repair of Severely Damaged Reinforced Concrete Bridge Piers
Yan, Yujie	Automated Structural Modelling of Bridges from Laser Scanning
Yang, Cancan	Strength, Ductility, and Prestress Losses of Unbonded Post-Tensioning Strands in Self-Centering Structures
Yu, Danqing	Retrofitting Distortion-Induced Fatigue in Skewed Girders to Cross-Frame Connections

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1061/9780784480403.

Über diese
Datenseite
Reference-ID
10338142
Veröffentlicht am:
03.08.2019
Geändert am:
03.08.2019

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Structures Congress 2017

Bridges and Transportation Structures

Artikel

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Structures Congress 2017

Bridges and Transportation Structures

Artikel

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.