[HTML][HTML] Foundation damping for monopile supported offshore wind turbines: A review

A Malekjafarian, S Jalilvand, P Doherty, D Igoe - Marine Structures, 2021 - Elsevier
Today, an important challenge for offshore wind energy is to design efficient and reliable
offshore wind turbines (OWTs). The overall damping of OWTs plays an important role in the …

[HTML][HTML] Geotechnical challenges in monopile foundations and performance assessment of current design methodologies

S Jindal, U Rahmanli, M Aleem, L Cui… - Ocean Engineering, 2024 - Elsevier
This research comprises an in-depth review of monopile foundations for offshore wind
turbines under monotonic and cyclic loads. The review study was complemented with …

A novel passive quasi-zero stiffness isolator for ultra-precision measurement systems

J Kim, Y Jeon, S Um, U Park, KS Kim, S Kim - International journal of …, 2019 - Springer
In the paper, a novel passive vibration isolator is proposed for an ultra-precision sensing
system, utilizing a quasi-zero stiffness (QZS) mechanism. The QZS mechanism implements …

An experimental investigation of nonlinear vibration and frequency response analysis of cantilever viscoelastic beams

SN Mahmoodi, N Jalili, SE Khadem - Journal of Sound and vibration, 2008 - Elsevier
The nonlinear vibration analysis of a directly excited cantilever beam modeled as an
inextensible viscoelastic Euler–Bernoulli beam has been studied by the authors and is …

A viscoelastic, viscoplastic, and viscodamage constitutive model of salt rock for underground energy storage cavern

J Deng, Y Liu, Q Yang, W Cui, Y Zhu, Y Liu… - Computers and …, 2020 - Elsevier
The underground energy storage in salt rock is of great strategic significance for ensuring
the national energy safety and economic development. Due to the complex geological …

Non-linear free vibrations of Kelvin–Voigt visco-elastic beams

SN Mahmoodi, SE Khadem, M Kokabi - International Journal of Mechanical …, 2007 - Elsevier
A full visco-elastic non-linear beam with cubic non-linearities is considered, and the
governing equations of motion of the system for large amplitude vibrations are derived. By …

A stability-based energy-dissipation design method of viscoelastic dampers

X Zhao, Y Zhou, L Bao - Engineering Structures, 2023 - Elsevier
Viscoelastic damper (VED) is one of the most effective velocity dampers, which can provide
equivalent stiffness and damping for structures. The stability of the damper is an important …

Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis

Y Tu, MH El Naggar, K Wang - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
Existing numerical models for simulating the pile behaviours in high-strain dynamic load
tests (DLTs) cannot account for the wave propagation in base soil. This paper proposes a …

A comparative study of the dynamic behavior of Ramberg–Osgood and Bouc–Wen hysteresis models with application to seismic protection devices

T Sireteanu, AM Mitu, M Giuclea, O Solomon - Engineering Structures, 2014 - Elsevier
The paper presents a comparative study of Bouc–Wen and Ramberg–Osgood hysteresis
models with application to seismic protection of buildings with bracing devices. In order to …

An experimental study of 3D printing based viscoelastic bimaterial subjected to low-velocity impact

S Chen, B Tai, J Wang - Mechanics of Materials, 2023 - Elsevier
In this paper, a bimaterial composite consists of a stiff 3D printed frame and a soft
viscoelastic foam is investigated for impact protection applications. Samples of the base …