Dynamic Response of a Long-Span Concrete-Filled Steel Tube Tied Arch Bridge and the Riding Comfort of Monorail Trains
In this study, a dynamic response analysis procedure is proposed and applied to investigate the dynamic responses of a straddle-type concrete-filled steel tube tied arch bridge under train and truck loadings. A numerical model of the coupled monorail train–bridge system is established to i...
Đã lưu trong:
Tài liệu tương tự
-
Evaluation of Fatigue Strength Improvement by CFRP Laminates and Shot Peening onto the Tension Flanges Joining Corrugated SteelWebs
Tác giả:: Zhi-Yu Wang (Department of Civil Engineering & Mechanics, Sichuan University, Chengdu 610065, China), et al.
Năm xuất bản: (2018) -
Bridge Expansion Joint in Road Transition Curve: Effects Assessment on Heavy Vehicles
Tác giả:: Paola Di Mascio (Department of Civil, Constructional and Environmental Engineering, Sapienza University of Rome, Via Eudossiana 18, 00184 Rome, Italy), et al.
Năm xuất bản: (2018) -
Reduction of Liquid Bridge Force for 3D Microstructure Measurements
Tác giả:: Hiroshi Murakami (Department of Mechanical Systems Engineering, Faculty of Environmental Engineering, The University of Kitakyushu, 1-1 Hibikino, Wakamatsu-ku, Kitakyushu, Fukuoka 808-0135, Japan), et al.
Năm xuất bản: (2018) -
Effects of Nominal Maximum Aggregate Size on the Performance of Stone Matrix Asphalt
Tác giả:: Hongying Liu (Highway College, Chang’An University, Xi’an 710064, China), et al.
Năm xuất bản: (2018) -
Fatigue analysis and life prediction of composite highway bridge decks under traffic loading
Tác giả:: Fernando N. Leitão, et al.
Năm xuất bản: (2018)