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Peter Persson

Observed names: P. Persson, Persson, P., Persson, Peter
Institution: Lund University
ORCID: 0000-0003-1591-9258
Observed ORCID: 0000-0003-1591-9258
OpenAlex ID: A5034644719
Numerical study of reduction in ground vibrations by using barriers
2016 · P. Persson, K. Persson, et al. · Engineering Structures · 53
Evaluating annoyance mitigation in the screening of train-induced noise and ground vibrations using a single-leaf traffic barrier
2021 · Andrew Peplow, Peter Persson, et al. · The Science of The Total Environment · 32
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Numerical study on reducing building vibrations by foundation improvement
2016 · P. Persson, K. Persson, et al. · Engineering Structures · 31
Reduction in ground vibrations by using shaped landscapes
2014 · Peter Persson, Kent Persson, et al. · Soil Dynamics and Earthquake Engineering · 26
Improved low-frequency performance of cross-laminated timber floor panels by informed material selection
2021 · Peter Persson, Ola Flodén, et al. · Applied Acoustics · 23
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Efficient nonlinear reduced order modeling for dynamic analysis of flat structures
2023 · Linus Andersson, Peter Persson, et al. · Mechanical Systems and Signal Processing · 21
Effect of structural design on traffic-induced building vibrations
2017 · P. Persson, L.V. Andersen, et al. · Procedia Engineering · 17
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Numerical investigation of railway subgrade stiffening: Critical speed and free-field vibrations
2022 · J. Malmborg, P. Persson, et al. · Transportation Geotechnics · 16
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Effect of material parameter variability on vibroacoustic response in wood floors
2018 · Peter Persson, Ola Flodén · Applied Acoustics · 16
Numerical study on train-induced vibrations: A comparison of timber and concrete buildings
2024 · J. Malmborg, O. Flodén, et al. · Structures · 11
Reduced order modeling of soft-body impact on glass panels
2022 · Linus Andersson, Marcin Kozłowski, et al. · Engineering Structures · 11
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Analysis of vibrations in high-tech facility
2010 · Peter Persson · Lund University Publications Student Papers (Lund University) · 10
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Mitigating footfall-induced vibrations in cross-laminated timber floor-panels by using beech or birch
2024 · Johannes Jonasson, Peter Persson, et al. · Journal of Building Engineering · 9
Effects of modeling strategies for a slab track on predicted ground vibrations
2020 · J. Malmborg, P. Persson, et al. · Soil Dynamics and Earthquake Engineering · 9
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Reduced order modelling of liquid-filled pipe systems
2015 · P. Persson, K. Persson, et al. · Journal of Fluids and Structures · 9
Uncertainty quantification of wood floor system modal frequencies resulting from variable densities in members
2023 · HyeongUk Lim, Lance Manuel, et al. · Structures · 6
Flooring-systems and their interaction with furniture and humans
2017 · C. Frier, L. Pedersen, et al. · Procedia Engineering · 6
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Modal analysis of CLT beams: Measurements and predictive simulations
2022 · B. Bondsman, O. Flodén, et al. · CRC Press eBooks · 4
Predicting vibroacoustic performance of thin-walled lightweight structures during conceptual design
2019 · Peter Persson, Ola Flodén, et al. · Finite Elements in Analysis and Design · 4
A surrogate model to describe uncertainties in wood floor modal frequencies
2019 · Hyeong Uk Lim, Lance Manuel, et al. · CRC Press eBooks · 4
Influence of uncertain parameters on modal properties of wood floors
2019 · P. Persson, C. Frier, et al. · CRC Press eBooks · 4
Mitigating ground vibration by periodic inclusions and surface structures
2016 · Lars Vabbersgaard Andersen, Paulius Bucinskas, et al. · VBN Forskningsportal (Aalborg Universitet) · 4
Reduction of Traffic-Induced Vibrations at High-Tech Facility Using Trenches
2011 · Persson, Peter, Persson, Kent, et al. · Lund University Publications (Lund University) · 4
Modal analysis of CLT beams: Measurements and predictive simulations
2022 · B. Bondsman, O. Flodén, et al. · CRC Press eBooks · 3
Variation in models for simple dynamic structure–soil–structure interaction problems
2017 · L.V. Andersen, A. Peplow, et al. · Procedia Engineering · 3
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Works count: 87
Citation count: 370
H-index: 11
I10-index: 12
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