A significant number of cases of damage to piles and pile-supported structures during earthquakes have been observed, but few instrumented records of the response and …
JP Stewart, GL Fenves, RB Seed - Journal of geotechnical and …, 1999 - ascelibrary.org
Recent improvements in seismological source modeling, analysis of travel path effects, and characterization of local site effects on strong shaking have led to significant advances in …
An algorithm is presented for jointly estimating the input and state of a structure from a limited number of acceleration measurements. The algorithm extends an existing joint input …
Our nation's infrastructure is aging and deteriorating which increases the need for condition assessment and structural health monitoring. For this purpose, there is a growing interest in …
S Gönen, S Soyöz - Engineering Structures, 2021 - Elsevier
Masonry arch bridges form a noteworthy portion of road and railway networks in Europe and Turkey. Structural assessment of such bridges is often required because of their vulnerability …
S Soyoz, MQ Feng - Computer‐Aided Civil and Infrastructure …, 2009 - Wiley Online Library
Vibration of a new concrete bridge was monitored and change in the bridge structural stiffness was identified accordingly over a 5‐year period. This three‐span 111‐m long …
Parametric system identification is used to evaluate seismic soil–structure interaction effects in buildings. The input–output strong motion data pairs needed for evaluations of flexible …
In countries with a moderate seismic hazard, the classical methods developed for strong motion prone countries to estimate the seismic behaviour and subsequent vulnerability of …
D Skolnik, Y Lei, E Yu, JW Wallace - Earthquake Spectra, 2006 - journals.sagepub.com
Identification of the modal properties of the UCLA Factor Building, a 15-story steel moment- resisting frame, is performed using low-amplitude earthquake and ambient vibration data …