Basic numerical modelling issues in dynamic soil-tunnel interaction
VG Terzi, GD Manolis - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Tunnels are classified as civil engineering infrastructure which serves various functions that
are primarily associated with transportation of vehicles and liquids. Their design and …
are primarily associated with transportation of vehicles and liquids. Their design and …
A partitioned combined computational method for multi‐scale dynamic systems
A partitioned/combined computational method based on Newmark scheme is proposed to
analyze dynamic systems with different temporal scales and element scales. To effectively …
analyze dynamic systems with different temporal scales and element scales. To effectively …
Theoretical solution for stress and strain distributions induced by generalized elastic constant variation in rock mass
Rock formations experience strength and stiffness degradation or enhancement, which is
often reflected by an increase or decrease in the elastic constant. Such elastic constant …
often reflected by an increase or decrease in the elastic constant. Such elastic constant …
Improved two-stage implicit time integration methods with unconventionally determined parameters for analyses of linear and nonlinear structural dynamics
W Kim - Nonlinear Dynamics, 2024 - Springer
In this article, a simple way to determine algorithmic parameters included in time
approximations of two-stage implicit time schemes is presented. To be specific, algorithmic …
approximations of two-stage implicit time schemes is presented. To be specific, algorithmic …
Advanced Numerical Simulation of Dynamic Behavior of Railway Infrastructure Under Extreme Conditions
Railway infrastructure presents structural diversity, material variability and performance
evolution characteristics during its long-term service. Its physical–mechanical property and …
evolution characteristics during its long-term service. Its physical–mechanical property and …
Calculation of the wave field in a layered soil foundation using the grid method
D Sizov, E Egereva - E3S Web of Conferences, 2024 - e3s-conferences.org
The article contains a solution to the problem of propagation of waves in a soil massif arising
from the movement of subway trains. This problem often arises when predicting vibration …
from the movement of subway trains. This problem often arises when predicting vibration …
Моделювання розподілу температурних градієнтів при взаємодії лазерного випромінювання з біологічною тканиною
Б Баталія, М Терещенко - Вісник Київського політехнічного …, 2023 - visnykpb.kpi.ua
Анотація Моделювання теплових градієнтів у біологічних тканинах, при взаємодії з
лазерним випромінюванням допомагає зрозуміти, як теплові потоки розподіляються в …
лазерним випромінюванням допомагає зрозуміти, як теплові потоки розподіляються в …
[PDF][PDF] Improved two-stage implicit time integration methods with unconventionally determined parameters
W Kim - researchgate.net
In this article, a simple way to determine algorithmic parameters included in time
approximations of two-stage implicit time schemes is presented. To be specific, algorithmic …
approximations of two-stage implicit time schemes is presented. To be specific, algorithmic …