C Li, H Pan, L Tian, W Bi - Structural Safety, 2022 - Elsevier
Wind-induced fatigue damage is a predominant factor eventuating in structural performance degradation of transmission towers exposed to long-term environmental wind. Moreover …
W Bi, L Tian, C Li, Z Ma, H Pan - Reliability Engineering & System Safety, 2023 - Elsevier
This paper proposes a comprehensive wind-induced performance evaluation framework for transmission tower-line systems (TTLSs) from both structural safety and normal operation …
W Bi, L Tian, C Li, Z Ma - Reliability Engineering & System Safety, 2023 - Elsevier
The increasing severity and occurrence of multiple hazards attributed to climate change exacerbate the failure risk of infrastructure systems. This paper proposes a Kriging-based …
Y Zhang, X Ouyang, B Sun, Y Shi, Z Wang - Bulletin of Earthquake …, 2022 - Springer
Based on the first-order second-moment method, a comparative study on seismic fragility analysis with consideration of modeling uncertainty is carried out for a 12-story reinforced …
In the framework of the probabilistic seismic response assessment of buildings, a key aspect is the evaluation of the influence of uncertainties on the mean annual frequency of …
Seismic robustness can be a useful tool to evaluate the structural system capacity to withstand seismic damages. Robust structures can minimize their vulnerability to the …
This paper describes the multivariate statistical model of the structure-related modelling uncertainty, developed with reference to reinforced concrete, masonry, steel, and seismically …
This study is devoted to seismic performance assessment of optimally designed steel moment frames (SMFs) in the framework of performance-based design (PBD). The …
L Jiang, L Jiang, Y Hu, J Ye, H Zheng - Engineering Structures, 2020 - Elsevier
The steel panel wall (SPW) has been proposed for strengthening mid-rise and high-rise steel frame buildings. Compared with the steel plate shear wall (SPSW), the SPW is …