Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Nicholas W. Trombetta"'
Autor:
Jonathan D. Bray, H. B. Mason, Nicholas W. Trombetta, Zhiqiang Chen, Bruce L. Kutter, Tara C. Hutchinson
Publikováno v:
Soil Dynamics and Earthquake Engineering. 50:117-133
Soil–foundation–structure interaction (SFSI) and structure–soil–structure interaction (SSSI) influence the seismic response of a structure. Yet, consideration of nonlinear SFSI and SSSI in design practice is lacking. In this paper data from t
Autor:
Tara C. Hutchinson, Nicholas W. Trombetta, Bruce L. Kutter, H. B. Mason, Jonathan D. Bray, Zhiqiang Chen
Publikováno v:
Soil Dynamics and Earthquake Engineering. 48:162-174
This paper reports the experimental results from two geotechnical centrifuge tests examining seismic soil–foundation–structure interaction of frame structures. In the first test, two three-dimensional frame structures were placed apart, and in th
Autor:
Zhiqiang Chen, Tara C. Hutchinson, Nicholas W. Trombetta, Jonathan D. Bray, H. B. Mason, Bruce L. Kutter
Publikováno v:
Journal of Earthquake Engineering. 17:469-496
This article presents a framework for conducting seismic system identification using geotechnical centrifuge-based data for soil-structure interaction (SSI) experimentation. The framework starts with a design step that calculates two important SSI pa
Autor:
Tara C. Hutchinson, H. Benjamin Mason, Jonathan D. Bray, Joshua D. Zupan, Bruce L. Kutter, Nicholas W. Trombetta
Publikováno v:
Journal of Structural Engineering. 141
Two geotechnical centrifuge tests were designed to elicit the influence of soil–foundation–structure interaction (SFSI) and structure–soil–structure interaction (SSSI) effects on the seismic demands of an inelastic frame structure founded on
Autor:
Tara C. Hutchinson, Jonathan D. Bray, Nicholas W. Trombetta, Bruce L. Kutter, H. Benjamin Mason, Joshua D. Zupan
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 140
Utilizing a pair of building–foundation models placed in strategic configurations, two centrifuge tests were designed to evaluate nonlinear soil–foundation–structure interaction (SFSI) and structure–soil–structure interaction (SSSI) effects