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52078134
Funder:
National Natural Science Foundation of China
Funded outputs count:
26
Funder award ID:
52078134
OpenAlex ID:
G560901547
Hanger forces' optimization of ground-anchored suspension bridges by seeking dead load-induced near-zero bending moments at specified beam segment connections in the completed bridge state
2025
·
Zhen-ping Wang
, Wen-ming Zhang
, et al.
·
Engineering Structures
·
1
Live load response assessment for double-cable triple-tower suspension bridges: A continuum model-based analytical method and case study
2025
·
Wen-ming Zhang
, Xing-hang Shen
, et al.
·
Structures
·
3
A deep learning-based method for full-bridge flutter analysis considering aerodynamic and geometric nonlinearities
2025
·
Wen-ming Zhang
, Dan-dian Feng
, et al.
·
Computers & Structures
·
20
Main beam positioning and posture analysis under the hinge influence for suspension bridges with short extended spans in the splicing construction state: An analytical algorithm
2024
·
Wen-ming Zhang
, Zhen-ping Wang
, et al.
·
Engineering Structures
·
14
An analytical method for thermal behavior analysis of long-span suspension bridges: Based on elastic catenary cable and gradient optimization
2024
·
Zhe-hong Zhang
, Wen-ming Zhang
, et al.
·
Engineering Structures
·
9
Assessment of maximum and minimum hanger forces in a triple-cable suspension bridge under live load: Analytical algorithm with manta ray foraging optimization
2024
·
Wen-ming Zhang
, Jian-bin Liao
, et al.
·
Structures
·
2
Rock anchor hanger effect on single-tower earth-anchored suspension bridge mechanical performance: An analytical model and multi-objective golden eagle optimization
2024
·
Yu-peng Chen
, Wen-ming Zhang
·
Advances in Structural Engineering
·
3
Analytical assessment of the full-bridge response to the vertical live load: An algorithm for hybrid cable-stayed suspension bridges
2023
·
Wen-ming Zhang
, Jie Chen
, et al.
·
Advances in Structural Engineering
·
7
Reliability-based assessment of reasonable mid-tower lateral stiffness for a three-tower suspension bridge
2023
·
Yu-peng Chen
, Wen-ming Zhang
, et al.
·
Advances in Structural Engineering
·
3
Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load
2023
·
Wen-ming Zhang
, Jie Chen
, et al.
·
Structures
·
7
Determining the hanger force of the suspension bridge with short extended spans: An analytical algorithm
2023
·
Wen-ming Zhang
, Xiao-yi Zhang
, et al.
·
Structures
·
4
Frequency-Based Cable Tension Identification Using a Nonlinear Model with Complex Boundary Constraints
2023
·
Wen-ming Zhang
, Zhi-wei Wang
·
Shock and Vibration
·
6
PDF
An analytical method for adjusting dead load allocation between side and central cables in a cable-stayed bridge with three cable planes
2023
·
Wen-ming Zhang
, Han-xu Zou
, et al.
·
Structures
·
7
An analytical method for assessing the live load deformation of a suspension bridge with an improved central buckle
2022
·
Wen-ming Zhang
, Yu-peng Chen
·
Structures
·
7
Determination of main cable shape and hanger tensions of a suspension bridge based on the measured live-load deflection of the main beam: An analytical algorithm
2022
·
Wen-ming Zhang
, Jia-qi Chang
, et al.
·
Engineering Structures
·
10
Unified numerical model of wind-induced response of long-span structures: Aerostatic torsional divergence, flutter, and random buffeting
2022
·
Shi-jun Wang
, Wen-ming Zhang
, et al.
·
Structures
·
12
Energy-based analysis of 3D wind-induced-flutter mechanism of a three-tower suspension structure
2022
·
Shi-jun Wang
, Wen-ming Zhang
, et al.
·
Structures
·
5
Reasonable completed state evaluation for hybrid cable-stayed suspension bridges: An analytical algorithm
2022
·
Wen-ming Zhang
, Jie Chen
, et al.
·
Structures
·
22
Predicting the maximum deflection and girder-end rotation of a three-tower suspension bridge under live load: An analytical algorithm
2022
·
Wen-ming Zhang
, Yu-peng Chen
·
Structures
·
22
An analytical algorithm for deriving the lateral bending’s natural frequencies and modal shapes of a three-tower double-cable suspension bridge
2022
·
Wen-ming Zhang
, Shi-han Wang
, et al.
·
Structures
·
11
Suspension bridge deformation and internal forces under the concentrated live load: Analytical algorithm
2021
·
Wen-ming Zhang
, Jia-qi Chang
, et al.
·
Engineering Structures
·
28
Research on flutter-mode transition of a triple-tower suspension bridge based on structural nonlinearity
2021
·
Wen-ming Zhang
, Kai-rui Qian
, et al.
·
Structures
·
12
Frequency-based tension assessment of an inclined cable with complex boundary conditions using the PSO algorithm
2021
·
Zhang, Wen-ming
, Wang, Zhi-wei
, et al.
·
arXiv (Cornell University)
·
8
PDF
Circular-linear-linear probabilistic model based on vine copulas: An application to the joint distribution of wind direction, wind speed, and air temperature
2021
·
Zhi-wei Wang
, Wen-ming Zhang
, et al.
·
Journal of Wind Engineering and Industrial Aerodynamics
·
45
Gravity stiffness of a three-tower suspension bridge: Analytical solution via double-span bridge reduction to a single-span one with elastic constraints
2021
·
Wen-ming Zhang
, Chao-yu Yang
, et al.
·
Structures
·
9
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