Powered by OpenAIRE graph
Found an issue? Give us feedback
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ ZENODOarrow_drop_down
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
ZENODO
Article . 2026
License: CC BY NC
Data sources: ZENODO
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
ZENODO
Article . 2026
License: CC BY NC
Data sources: ZENODO
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
ZENODO
Article . 2026
License: CC BY NC
Data sources: ZENODO
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
ZENODO
Article . 2026
License: CC BY NC
Data sources: ZENODO
ZENODO
Article . 2026
License: CC BY NC
Data sources: Datacite
ZENODO
Article . 2026
License: CC BY NC
Data sources: Datacite
ZENODO
Article . 2026
License: CC BY NC
Data sources: Datacite
ZENODO
Article . 2026
License: CC BY NC
Data sources: Datacite
ZENODO
Article . 2026
License: CC BY NC
Data sources: Datacite
versions View all 5 versions
addClaim

Analysis of Structural Response Spectrum Under Walking Loads

Authors: Muhammad Iftiarul Islam; Rajon Dey; Ilyass Tihane; Zeeshan Ur Rahman; Md. Parvez Ahamed Sojib; Md. Nahid Parvej Nishat; Hamidul Islam Saadi;

Analysis of Structural Response Spectrum Under Walking Loads

Abstract

In structural engineering and vibration analysis, the dynamic response of structures to pedestrian loads especially those caused by individual walking has grown to be a major focus. Digitalize civil structures such as pedestrian footbridges, building floor systems, and stadium stands are increasingly susceptible to human-induced vibrations due to the widespread use of lightweight materials, longer spans, and slender structural forms. While these structures often satisfy conventional strength and safety requirements, vibrations generated by everyday human activities—including walking, exercising, and synchronized crowd movement—can significantly affect occupant comfort, perception, and confidence. This research investigates human-induced vibrations with a particular emphasis on serviceability and human experience rather than structural failure. The study adopts an integrated methodology combining analytical modeling, computational simulation, and experimental validation. Single-degree-of-freedom (SDOF) and multi-degree-of-freedom (MDOF) analytical models are developed to describe the dynamic response of structures subjected to pedestrian loading. These models are implemented in MATLAB and Python to simulate various activity scenarios, structural properties, and damping conditions. Response spectra and time-history analyses are used to identify critical frequencies, resonance effects, and amplification mechanisms associated with human motion. To bridge the gap between theory and practice, field experiments are conducted using accelerometers installed on real structures, including footbridges, gym floors, and stadium seating systems. Experimental results validate many analytical predictions while also revealing limitations of simplified models, particularly in capturing human behavioral adaptation and perceptual response to vibration. Based on these findings, the research proposes practical, structure-specific design guidelines that promote early-stage vibration assessment, realistic human loading models, and effective damping strategies. Overall, this thesis advocates a human-centered approach to vibration-sensitive design, demonstrating that occupant comfort is a measurable and essential performance criterion. By integrating technical accuracy with experiential understanding, the study contributes toward creating built environments that are not only structurally safe, but also comfortable, trusted, and responsive to human use.

Related Organizations
Keywords

Vibration control strategies, Walking load, Dynamic analysis, MATLAB., Structural vibrations, Response spectrum, Human comfort, Resonance, Footbridges

  • BIP!
    Impact byBIP!
    selected citations
    These citations are derived from selected sources.
    This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
    0
    popularity
    This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
    Average
    influence
    This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
    Average
    impulse
    This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
    Average
Powered by OpenAIRE graph
Found an issue? Give us feedback
selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average