scispace - formally typeset
Open AccessJournal ArticleDOI

The Observed Wander of the Natural Frequencies in a Structure

Reads0
Chats0
TLDR
The Southern California Seismic Network (scsn) has recently installed seismic stations in two buildings on the Caltech campus (Millikan Library and the Broad Center) and continuous real-time accelerometer data from these structures are now freely available to the community as mentioned in this paper.
Abstract
The Southern California Seismic Network (scsn) has recently installed seismic stations in two buildings on the Caltech campus (Millikan Library and the Broad Center). Continuous real-time accelerometer data from these structures are now freely available to the community. This dataset provides a new opportunity to observe, and better understand, the variances in the primary dynamic property of a building system, its natural frequencies. Historical data (triggered strong-motion records, ambient and forced vibration tests) from the well-studied Millikan Library show dramatic decreases in natural frequencies, attributed mainly to moderately large local earthquakes. The current forced vibration east–west fundamental frequency is 22% lower than that originally measured in 1968. Analysis of the new continuous data stream allows the examination of other previously unrecognized sources of measurable change in the fundamental frequencies, such as weather (wind, rain, and temperature), as well as nonlinear building vibrations from small local and moderate regional earthquakes. Understanding these nonlinear shifts is one of the long-term goals of real-time building instrumentation and is critical if these systems are to be used as a postearthquake damage assessment tool.

read more

Content maybe subject to copyright    Report

Citations
More filters
Journal ArticleDOI

Hierarchical Bayesian model updating for structural identification

TL;DR: In this paper, a probabilistic finite element (FE) model updating technique based on Hierarchical Bayesian modeling is proposed for identification of civil structural systems under changing ambient/environmental conditions.
Journal ArticleDOI

Dynamic parameters of structures extracted from ambient vibration measurements : An aid for the seismic vulnerability assessment of existing buildings in moderate seismic hazard regions

TL;DR: In this article, the authors presented the physical meaning of the frequency domain decomposition (FDD) method to estimate the modal parameters of a nine-storey reinforced concrete (RC) dwelling in Grenoble (France).
Journal ArticleDOI

A novel approach for the structural identification and monitoring of a full-scale 17-story building based on ambient vibration measurements

TL;DR: This study presents the results of two time-domain identification techniques applied to a full-scale 17-story building, based on ambient vibration measurements, and shows that there is a strong correlation between the modal frequency variations and the temperature variations in a 24 h period.
Journal ArticleDOI

Ambient interference in long-term monitoring of buildings

TL;DR: In this paper, a 22-storey reinforced concrete building is used to trace the variation of its modal frequencies, which are identified using the Bayesian spectral density approach with the ambient vibration data.
References
More filters

Dynamics of structures

TL;DR: In this article, a single-degree-of-freedom (SDF) dynamic system is considered, and the effect of different degrees of freedom on the dynamics of the system is investigated.
Book

Dynamics of Structures: Theory and Applications to Earthquake Engineering

TL;DR: In this paper, the authors present a single-degree-of-freedom (SDF) system, which is composed of a mass-spring-damper system and a non-viscous Damping Free Vibration (NFV) system.
Journal ArticleDOI

Period formulas for concrete shear wall buildings

TL;DR: In this paper, it is shown that current code formulas for estimating the fundamental period of concrete shear wall buildings are grossly inadequate and an improved formula is developed by calibrating a theoretical formula, derived using Dunkerley's method, against the measured period data through regression analysis.
Journal ArticleDOI

Comparisons between ambient and forced vibration experiments

TL;DR: In this article, the authors compared the effect of unwanted modes on the response near resonance of the mode being sought and showed that the mode amplitudes determined by ambient and forced vibration tests show systematic departure for high modes and near the top levels of buildings tested.
Journal ArticleDOI

On the apparent change in dynamic behavior of a nine-story reinforced concrete building

TL;DR: In this article, the authors examined the apparent changes of the resonant frequencies and the relative contribution of the soil-structure interaction effects during forced vibration tests during the San Fernando earthquake of 1971.
Related Papers (5)