An analytical algorithm for deriving the lateral bending's natural frequencies and modal shapes of a three-tower double-cable suspension bridge

W Zhang, S Wang, X Lu - Structures, 2022 - Elsevier
With increasing span lengths of modern suspension bridges, their response increasingly
depends on lateral bending vibration, particularly natural frequencies and modal shapes …

An analytical method for thermal behavior analysis of long-span suspension bridges: Based on elastic catenary cable and gradient optimization

Z Zhang, W Zhang, Z Wang - Engineering Structures, 2024 - Elsevier
The thermal loads of suspension bridges will change the unstrained length of the main cable
and hanger and lead to significate variation of the cable shape. Since the main cable is the …

Static response assessment of the entire suspension bridge under horizontal transverse live load: an analytical calculation method

W Zhang, J Chen, G Tian, J Chang - Journal of Bridge Engineering, 2022 - ascelibrary.org
Long-span suspension bridge is a flexible structure. When subjected to a horizontal
transverse live load, its deck undergoes significant transverse bending deformation …

Interrelationships between practice, standardisation and innovation in geotechnical earthquake engineering

A Pecker - Bulletin of Earthquake Engineering, 2023 - Springer
Construction of large civil engineering structures in seismic areas is facing real challenges.
Constructions are expected to be safe, sustainable and resilient after the earthquake …

An analytical method for assessing the live load deformation of a suspension bridge with an improved central buckle

W Zhang, Y Chen - Structures, 2023 - Elsevier
Suspension bridges lack favorable supports for global vertical stiffness, making it
challenging to meet the road safety requirement due to the excessive deflection of stiffening …

Seismic behavior of unconnected piles–caisson foundation using slow cyclic tests

L Yang, S Feng, W Gong, G Dai… - Journal of Earthquake and …, 2021 - World Scientific
The unconnected piles–caisson foundation (UPCF) consists of gravity caisson, mattress,
and pile group. This foundation has been an attractive design for the mattress as it can …

Development of a macro-element of foundations under dynamic load: Application in the case of soils reinforced by rigid inclusions

Y Shen - 2023 - theses.hal.science
The dynamic response of a rigid inclusion-reinforced foundation represents a complex Soil-
Structure Interaction (SSI) problem. Considering the limited existing studies, there is a clear …

SECTORAL EFFECTS OF 1915 ÇANAKKALE BRIDGE ON BIGA AND BANDIRMA

D Atmaca - Stratejik ve Sosyal Araştırmalar Dergisi, 2022 - dergipark.org.tr
This study was carried out in order to reveal the sectoral effects of the 1915 Çanakkale
Bridge on Biga and Bandırma districts, which were determined as pilot cities. The possible …