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Journal of Bridge Engineering (ASCE) - v. 22, n. 9 (septembre 2017)

Publié:	septembre 2017

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Xiao, Rucheng / Chen, Minghao / Sun, Bin	Determination of the Reasonable State of Suspension Bridges with Spatial Cables	04017060
Hyeon Kim, Ji / Yoo, Chul-Hwan / Lee, Hae Sung	Evaluation of Wind Load Factors of RC Columns for Wind Load–Governed Limit State in Reliability-Based Design Code	04017053
Heng, Junlin / Zheng, Kaifeng / Gou, Chao / Zhang, Yu / Bao, Yi	Fatigue Performance of Rib-to-Deck Joints in Orthotropic Steel Decks with Thickened Edge U-Ribs	04017059
Sanchez, T. Andres / White, Donald W.	Improved 2D-Grid Construction Analysis of Curved and Skewed Steel I-Girder Bridges	04017050
Eugene Kim, Kun-Ho / Andrawes, Bassem	Load Rating of Deteriorated and FRP-Retrofitted Bridge Abutment Timber Piles	04017058
Hebdon, Matthew H. / Bonachera Martin, Francisco J. / Korkmaz, Cem / Connor, Robert J.	Load Redistribution and Remaining Fatigue Life of Steel Built-Up Members Subjected to Flexure Following a Component Failure	04017057
Suwaed, Ahmed S. H. / Karavasilis, Theodore L.	Novel Demountable Shear Connector for Accelerated Disassembly, Repair, or Replacement of Precast Steel-Concrete Composite Bridges	04017052
Shi, Xiang / Zhu, Songye / Nagarajaiah, Satish	Performance Comparison between Passive Negative-Stiffness Dampers and Active Control in Cable Vibration Mitigation	04017054
Lam, Heang / Lin, Weiwei / Yoda, Teruhiko	Performance of Composite Twin I-Girder Bridges with Fatigue-Induced Cracks	04017056
Asadollahi, Parisa / Li, Jian	Statistical Analysis of Modal Properties of a Cable-Stayed Bridge through Long-Term Wireless Structural Health Monitoring	04017051
Haji Agha Mohammad Zarbaf, Seyed Ehsan / Norouzi, Mehdi / Allemang, Randall J. / Hunt, Victor J. / Helmicki, Arthur / Nims, Douglas K.	Stay Force Estimation in Cable-Stayed Bridges Using Stochastic Subspace Identification Methods	04017055

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sur cette fiche
IssueID
12740
Publié(e) le:
24.10.2018
Modifié(e) le:
24.10.2018

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