Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/analysis-of-earthquake-energy-input-in-soil-pile-structure-system-with-optq2Y6VV1
References (29)
-
A. Kishida, I. Takewaki (2006)
Exact Higher-Order Sensitivity and Variation of Earthquake Energy Input in Soil-Structure Interaction SystemAdvances in Structural Engineering, 9
-
I. Takewaki (2006)
Worst-Case Analysis for Earthquake Energy Input Rate in SDOF and MDOF StructuresAdvances in Structural Engineering, 9
-
James Anderson, V. Bertero (1987)
Uncertainties in Establishing Design EarthquakesJournal of Structural Engineering-asce, 113
-
G. Gazetas, R. Dobry (1984)
Horizontal Response of Piles in Layered SoilsJournal of Geotechnical Engineering, 110
-
R. Iyengar, C. Manohar (1987)
Nonstationary Random Critical Seismic ExcitationsJournal of Engineering Mechanics-asce, 113
-
M. Trifunac, T. Hao, M. Todorovska (2001)
On Energy Flow in Earthquake Response -
M. Ordaz, Benjamín Huerta, E. Reinoso (2003)
Exact computation of input‐energy spectra from Fourier amplitude spectraEarthquake Engineering & Structural Dynamics, 32
-
A. Francis (1964)
ANALYSIS OF PILE GROUPS WITH FLEXURAL RESISTANCEJournal of Soil Mechanics & Foundations Div, 90
-
K. Ohi, Hisashi Tanaka, K. Takanashi (1985)
A SIMPLE METHOD TO ESTIMATE THE STATISTICAL PARAMETERS OF ENERGY INPUT TO STRUCTURES DURING EARTHQUAKESJournal of Structural and Construction Engineering (transactions of Aij), 347
-
(1977)
“ The capacity of extreme earthquake motions to damage structures ” -
(1937)
CHANG’S METHOD FOR GROUPED PILES (CHANG 1937) The differential equation for grouped piles can be expressed -
C. Uang, V. Bertero (1990)
Evaluation of seismic energy in structuresEarthquake Engineering & Structural Dynamics, 19
-
G. Housner (1959)
Behavior of Structures During Earthquakes -
R. Drenick (1970)
Model-Free Design of Aseismic StructuresJournal of Engineering Mechanics-asce, 96
-
J. Wolf (1988)
Soil-structure-interaction analysis in time domain -
Y. Chang (1937)
Discussion on Lateral Pile-Loading Test by Feagin -
I. Takewaki (2004)
Response Spectrum Method for Nonlinear Surface Ground AnalysisAdvances in Structural Engineering, 7
-
I. Takewaki (2005)
Frequency-domain analysis of earthquake input energy to structure–pile systemsEngineering Structures, 27
-
I. Takewaki, H. Fujimoto (2004)
Earthquake Input Energy to Soil-Structure Interaction Systems: A Frequency-Domain ApproachAdvances in Structural Engineering, 7
-
M. Shinozuka (1970)
Maximum Structural Response to Seismic ExcitationsJournal of Engineering Mechanics-asce, 96
-
R. Lyon (2003)
Statistical energy analysis of dynamical systems : theory and applications -
I. Takewaki (2004)
BOUND OF EARTHQUAKE INPUT ENERGYJournal of Structural Engineering-asce, 130
-
I. Takewaki (2002)
Seismic Critical Excitation Method for Robust Design: A ReviewJournal of Structural Engineering-asce, 128
-
I. Takewaki (2001)
Probabilistic critical excitation for MDOF elastic–plastic structures on compliant groundEarthquake Engineering & Structural Dynamics, 30
-
H. Kuwamura, Y. Kirino, H. Akiyama (1994)
Prediction of earthquake energy input from smoothed fourier amplitude spectrumEarthquake Engineering & Structural Dynamics, 23
-
I. Takewaki (2002)
Robust Building Stiffness Design for Variable Critical ExcitationsJournal of Structural Engineering-asce, 128
-
秋山 宏 (1985)
Earthquake-resistant limit-state design for buildings -
J. Wolf (1985)
Dynamic soil-structure interaction -
C. Manohar, A. Sarkar (1995)
Critical earthquake input power spectral density function models for engineering structuresEarthquake Engineering & Structural Dynamics, 24
- Publisher
- SAGE
- Copyright
- © 2007 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/136943307781422235
- Publisher site
- See Article on Publisher Site
Abstract
The energy flow in a soil-pile-structure (SPS) system during an earthquake is an important consideration in seismic-resistant design. The energy input to the structure is formulated here in the frequency domain. The frequency-domain approach enables the exact and complete treatment of frequency-dependent stiffness and damping properties. It is shown that the input energy can be derived in a compact form through the frequency integration of the product of the ground-motion input component and the structural model component. By taking full advantage of this compact form, it is demonstrated that the formulation of earthquake input energy in the frequency domain is essentially appropriate for deriving the exact first and second-order sensitivities of the input energy with respect to an uncertain soil stiffness parameter. The sensitivity expressions derived for swaying-rocking models with independent uncertain parameters are used here for the efficient formulation in a new model. The exact second-order sensitivities facilitate the expression of input energy variation due to uncertainty in ground stiffness, which is useful seismic design data.
Journal
Advances in Structural Engineering – SAGE
Published: Jun 1, 2007