Many typical footbridges are designed as slender structures to highlight their aesthetic
characteristic. As these bridges can be highly susceptible to pedestrian-induced excitations …

The existing initial cable forces optimization method for arch bridges constructed by cable-
stayed cantilever cast-in-situ method is computationally inefficient, and the single …

Surrogate model-based reliability analysis aims at building a cheap-to-evaluate
mathematical model as a substitute for the original performance function to enhance …

Reliability-based design optimization aims at maximizing the performance of a structural
design while ensuring the reliability with respect to desired criteria in uncertain …

This paper introduces the mechanical and economic performance of cable-stayed bridges
with ultra-high-performance concrete (UHPC) girders. Based on the determined general …

The coupled optimisation research of large-scale hyperstatic bridges has a significant
impact on the sustainable development of the construction industry. A literature survey …

This study proposes an efficient biobjective cable force optimization strategy for concrete
cable-stayed bridges aiming to maximize the safety of the structure under both the …

The reasonable construction state of a cable-stayed bridge refers to the state achieved after
construction is carried out according to a specific sequence of procedures, leading to the …

Cable-stayed bridges have commonly been built for crossing large-span obstacles, such as
rivers, valleys, and existing structures. Obtaining an optimum design for a cable-stayed …

This study, centered around the engineering context of the Wuxue Yangtze River Bridge,
addresses the challenge of significant temperature-induced secondary internal forces in the …