Related Experiment Video
Updated: May 6, 2026

Simulation of Human-induced Vibrations Based on the Characterized In-field Pedestrian Behavior
Published on: April 13, 2016
Ambient vibration testing for story stiffness estimation of a heritage timber building
Kyung-Won Min1, Junhee Kim, Sung-Ah Park
1Department of Architectural Engineering, Dankook University, Yongin 448-701, Republic of Korea.
Abstract:
This paper investigates dynamic characteristics of a historic wooden structure by ambient vibration testing, presenting a novel estimation methodology of story stiffness for the purpose of vibration-based structural health monitoring. As for the ambient vibration testing, measured structural responses are analyzed by two output-only system identification methods (i.e., frequency domain decomposition and stochastic subspace identification) to estimate modal parameters. The proposed methodology of story stiffness is estimation based on an eigenvalue problem derived from a vibratory rigid body model. Using the identified natural frequencies, the eigenvalue problem is efficiently solved and uniquely yields story stiffness. It is noteworthy that application of the proposed methodology is not necessarily confined to the wooden structure exampled in the paper.
Related Concept Videos
Movement Joints in Buildings
The simplest type of movement joints, working joints, are...
Posttensioned Masonry Walls
Post-tensioned masonry walls use high-strength steel rods or flexible tendons to enhance the strength and efficiency of masonry structures. These elements are securely anchored to the foundation and extend vertically either within the cores of the masonry units or between the masonry wythes. The construction process involves building the wall with these tensioning elements in place and allowing the mortar to fully cure.
Following the curing process, the tensioning begins. Steel rods are...
Non-destructive Tests for Concrete Strength
Masonry Loadbearing Walls
Expansion and Contraction in Masonry Walls
To...
Vibrating Concrete

