DYNAMIC TESTS OF TWO LARGE-SPAN BRIDGES FOR SHM

被引：0

作者：

Sismisova, Z. ^{[1
]}

Sokol, M. ^{[1
]}

Venglar, M. ^{[1
]}

Lamperova, K. ^{[1
]}

机构：

[1] Univ Technol Bratislava, Fac Civil Engn, Radlinskeho 11, Bratislava 81005, Slovakia

来源：

ENGINEERING MECHANICS 2018 PROCEEDINGS, VOL 24 | 2018年

关键词：

SHM; FEM model; dynamic response; bridge;

D O I：

10.21495/91-8-749

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Experimental measurements were accomplished at the Port Bridge and the Slovak National Uprising Bridge, both across the Danube River in Bratislava, Slovakia. The Port Bridge is a road-rail steel truss bridge with four spans, length of main span is 205 m. The Slovak National Uprising Bridge is a cable-stayed bridge, length of main span is 303 m. Nowadays both bridges are overloaded, therefore monitoring campaign has already started. The measurements were based on National Instruments system using the accelerometers.

引用

页码：749 / 752

页数：4

共 50 条

[41] Dynamic Reliability Analysis of Large-Span Structures under Crowd Bouncing Excitation
Zeng, Dongjun
Wang, Haoqi
Chen, Jun
BUILDINGS, 2022, 12 (03)
[42] Design and analysis of a novel large-span two-fold deployable mechanism
Gao, Changqing
Kang, Xi
Lei, Hong
Xu, Peng
Li, Bing
MECHANISM AND MACHINE THEORY, 2023, 186
[43] Optimal layout of sensors in large-span cable-stayed bridges subjected to moving vehicular loads
Gao, Qingfei
Cui, Kemeng
Li, Jun
Guo, Binqiang
Liu, Yang
INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS, 2020, 16 (01)
[44] Discussion on the excessive deflection in mid-spans of large-span prestressed concrete continuous beam bridges
Gao, Q. F.
Ma, Q. L.
Zhang, K.
Liu, C. G.
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS, 2021, : 3618 - 3624
[45] Study on Iterative Modification Method of Parameters in the Health Monitoring of Large-Span Continuous Rigid Frame Bridges
Wu D.
Liu L.
Journal of The Institution of Engineers (India): Series A, 2022, 103 (01) : 271 - 281
[46] Overall design and optimisation strategies for large-span double-deck steel truss arch bridges
Wu, Wanzhong
Jin, Tao
Gu, Min Jie
Wu, Ying
Lu, Pengzhen
AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2025,
[47] Seismic Resistance of Large-Span Composite Shells
Razzakov, S. R.
Hajiyev, M. A.
EARTHQUAKE RESISTANT DESIGN, PROTECTION, AND PERFORMANCE ASSESSMENT IN EARTHQUAKE ENGINEERING, AERS 2023, 2024, 54 : 415 - 429
[48] Dynamic response of high-speed railway vehicle and welded turnout on large-span bridges based on rigid-flexible coupling system
Xiaopei Cai
Zijie Zhong
Albert Lau
Qian Zhang
Yue Hou
High-speed Railway, 2024, 2 (04) : 203 - 218
[49] Vision-based multi-point real-time monitoring of dynamic displacement of large-span cable-stayed bridges
Hu, Biao
Chen, Wenjun
Zhang, Yueqiang
Yin, Yihe
Yu, Qifeng
Liu, Xiaolin
Ding, Xiaohua
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2023, 204
[50] Stability analysis of a large-span and deep tunnel
Wang, S.H.
Liu, J.X.
Tang, C.A.
Li, L.C.
Zhao, X.D.
International Journal of Rock Mechanics and Mining Sciences, 2004, 41 (SUPPL. 1) : 1 - 6

← 1 2 3 4 5 →