[HTML][HTML] Experimental and simulation analysis of RCA and para-wood ash as partial substitutes for NCA and cement in recycled aggregate concrete

W Sae-Long, T Chompoorat, S Limkatanyu… - Case Studies in …, 2024 - Elsevier
Recycled concrete aggregate (RCA) is widely used as an alternative recycled material in
engineering, while para-wood ash (PWA) is a natural agricultural waste product. To advance …

Review, classification, and extension of classical soil-structure interaction models based on different superstructures and soils

X Zhao, WD Zhu, YH Li, M Li, XY Li - Thin-Walled Structures, 2022 - Elsevier
This paper focuses on reviewing some classical soil-structure interaction models (SIMs)
based on different superstructures and soils and strives to establish the relations between …

Nonlinear shear-flexure-interaction RC frame element on Winkler-Pasternak foundation

S Limkatanyu, W Sae-Long… - Geomechanics and …, 2023 - koreascience.kr
This paper proposes a novel frame element on Winkler-Pasternak foundation for analysis of
a non-ductile reinforced concrete (RC) member resting on foundation. These structural …

Prediction of the displacement in a foundation pit based on neural network model fusion error and variational modal decomposition methods

L Sun, S Liu, L Zhang, K He, X Yan - Measurement, 2025 - Elsevier
Prediction of foundation pit displacements is an important part of pit monitoring and early
warning system, and accurate prediction of pit displacements can reduce pit disaster …

Shear-flexure interaction frame model on Kerr-type foundation‎ for analysis of non-ductile RC members on foundation

S Limkatanyu, W Sae-Long… - Journal of Applied and …, 2022 - jacm.scu.ac.ir
In the present day, non-ductile reinforced concrete (RC) members have still appeared in
certain parts of the existing old buildings and bridges. These structures always exhibit shear …

Soil–pile interaction considering structural yielding: Numerical modeling and experimental validation

AE Kampitsis, S Giannakos, N Gerolymos… - Engineering …, 2015 - Elsevier
In the present study the accuracy of an efficient beam formulation for inelastic analysis of pile-
foundation systems is validated against a series of Laboratory Pushover tests on vertical …

Finite element dynamic analysis of finite beams on a bilinear foundation under a moving load

PC Jorge, AP da Costa, FMF Simões - Journal of Sound and Vibration, 2015 - Elsevier
The present paper is concerned with the behaviour of finite elastic beams, acted by a
moving transverse concentrated load, interacting with elastic foundations of different …

Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads

Y Zhang, X Liu - European Journal of Mechanics-A/Solids, 2019 - Elsevier
The presence of an axial load changes the system stiffness of an infinite beam on a
tensionless Winkler foundation, which also determines the solution form of the beam …

Nonlinear Winkler-based frame element with inclusion of shear-flexure interaction effect for analysis of non-ductile RC members on foundation

W Sae-Long, S Limkatanyu… - Journal of Applied and …, 2021 - jacm.scu.ac.ir
Non-ductile reinforced concrete (RC) members are common in the existing RC frame
buildings with the old seismic code (lightly and inadequately detailed transverse …

Nonlinear flexibility-based beam element on Winkler-Pasternak foundation

W Sae-Long, S Limkatanyu, C Hansapinyo… - Geomechanics and …, 2021 - koreascience.kr
A novel flexibility-based beam-foundation model for inelastic analyses of beams resting on
foundation is presented in this paper. To model the deformability of supporting foundation …