Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards

H Zuo, K Bi, H Hao - Engineering Structures, 2017 - Elsevier
Offshore wind turbines can be built larger and lighter than they used to be due to the
application of new materials. These large and flexible structures are vulnerable to external …

Development of novel track nonlinear energy sinks for seismic performance improvement of offshore wind turbine towers

H Zuo, S Zhu - Mechanical Systems and Signal Processing, 2022 - Elsevier
High-rise and flexible offshore wind turbines (OWTs) are frequently constructed in high-
seismicity regions, and passive linear control strategies are commonly adopted to mitigate …

Dynamic analyses of operating offshore wind turbines including soil-structure interaction

H Zuo, K Bi, H Hao - Engineering Structures, 2018 - Elsevier
In the dynamic analyses of offshore wind turbines subjected to the external vibration
sources, the wind turbines are normally assumed in the parked condition and the blades are …

Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites

C Li, HN Li, H Hao, K Bi, B Chen - Engineering Structures, 2018 - Elsevier
As key components in the transportation networks at coastal areas, sea-crossing cable-
stayed bridges play a very important role in the development of regional economy. These …

Effect of inter-module connection stiffness on structural response of a modular steel building subjected to wind and earthquake load

AW Lacey, W Chen, H Hao, K Bi - Engineering Structures, 2020 - Elsevier
Despite the increasing popularity of modular buildings, there are relatively few published
case studies considering the overall structural responses to wind and earthquake load. As a …

Lifetime multi-hazard fragility analysis of transmission towers under earthquake and wind considering wind-induced fatigue effect

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 …

Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers

H Dong, X Du, Q Han, H Hao, K Bi, X Wang - Engineering Structures, 2017 - Elsevier
Buckling restrained braces (BRBs) are normally incorporated in the beam-column structures
to serve as energy dissipation members due to their stable hysteretic behavior. However, the …

Using pipe-in-pipe systems for subsea pipeline vibration control

K Bi, H Hao - Engineering Structures, 2016 - Elsevier
Abstract Pipe-in-pipe (PIP) systems are increasingly used in subsea pipeline applications
due to their favourable thermal insulation capacity. Pipe-in-pipe systems consist of …

State-of-the-art review on seismic induced pounding response of bridge structures

H Hao, K Bi, N Chouw, WX Ren - Journal of Earthquake and …, 2013 - World Scientific
Seismic induced pounding damage to bridge structures was repeatedly observed in many
previous major earthquakes. To avoid this adverse effect, extensive research efforts have …

Seismic performance analyses of pile-supported transmission tower-line systems subjected to depth-varying spatial ground motions

C Li, H Pan, L Tian - Journal of Earthquake Engineering, 2023 - Taylor & Francis
Past major earthquakes have witnessed extensive pile-supported transmission tower-line
systems (PSTLs) failing, which highlights the great susceptibility of PSTLs to damage from …