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Publications in
Ground Response Analysis
Total Items found:
13
USE OF SURFACE WAVES FOR GEOTECHNICAL ENGINEERING APPLICATIONS IN WESTERN SYDNEY (2013)
Tokeshi K.
,
Harutoonian P.
et al.
<p>Current in situ methods used to geotechnically characterize the ground are predominantly based on invasive mechanical techniques (e.g. CPT, SPT, DMT). These techniques are localized to the tested area thus making it quite time consuming and costly to extensively ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
Advances in Geosciences, 35, 37–44, 2013
STOCHASTIC FINITE-FAULT MODELLING OF STRONG EARTHQUAKES IN NARMADA SOUTH FAULT, INDIAN SHIELD (2012)
Sengupta P.
<p>The Narmada South Fault in the Indian peninsular shield region is associated with moderate-to-strong earthquakes. The prevailing hazard evidenced by the earthquake-related fatalities in the region imparts significance to the investigations of the seismogenic ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
J. Earth Syst. Sci. 121, No. 3, June 2012, pp. 837–846
CYCLIC1D SEISMIC GROUND RESPONSE VERSION 1.2 USER’S MANUAL (2010)
Elgamal A.
,
Yang Z.
et al.
<p>Cyclic1D is a nonlinear Finite Element program for one-dimensional (1D) lateral dynamic site-response simulations. The program operates in the time domain, allowing for linear (Hughes 1987) and nonlinear studies. Nonlinearity is simulated by incremental ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
THERMAL PRESSURIZATION OF PORE FLUID DURING EARTHQUAKE SLIP (2009)
Hromadova L.
<p>This thesis is intended as a detailed analysis of a candidate dynamic fault weakening mechanism called thermal pressurization of porefluid, based on the theory of thermoporoelasticity and on the latest geological, laboratory, and theoretical field results.</p ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
A NEW SENSITIVITY AND RELIABILITY ANALYSIS FRAMEWORK FOR STRUCTURAL AND GEOTECHNICAL SYSTEMS (2008)
Gu Q.
,
Barbato M.
et al.
<p>This paper presents recent advances in response sensitivity, probabilistic response and reliability analyses of structural and geotechnical systems. These developments are integrated into general-purpose nonlinear finite element (FE) software frameworks ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
The 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China
SIMULATION OF NEAR-FAULT GROUND MOTIONS WITH EQUIVALENT PULSES & COMPARE THEIR EFFECTS ON MRF STRUCTURES (2008)
Amiri J. V.
,
Davoodi M. R.
et al.
<p>According to the recent earthquakes Near-Fault ground motions in the vicinity of quake field caused many damages. There is evidence indicating that ground shaking near a fault rupture may be characterized by an impulsive motion that exposes structures to ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
COMPARISON OF LIQUEFACTION ASSESSMENT RESULTS USING SPT AND CPTU DATA (2007)
Hosseininia E. S.
,
Jalili M.
<p>This article explains how to find required criteria to prevent the liquefaction phenomenon for soil improvement in the Shahid Rajaee Port Project, Bandar Abbas, Iran. The site investigation shows some loose to medium dense sandy layers in different depths. ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
4th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No. 1475
MULTI-COMPONENT GROUND MOTION RESPONSE SPECTRA FOR COUPLED HORIZONTAL, VERTICAL, ANGULAR ACCELERATIONS, AND TILT (2007)
Kalkan E.
,
Graizer V.
Rotational and vertical components of ground motion are almost always ignored in design or in the assessment of structures despite the fact that vertical motion can be twice as much as the horizontal motion and may exceed 2g level, and rotational excitation ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
ISET Journal of Earthquake Technology, Paper No. 485, Vol. 44, No. 1, March 2007, pp. 259–284
SEISMIC SAFETY FOR HYDROPOWER ENGINEERING IN CHINA (2004)
Chen H.
<p>In China the programs for developing the western region are carrying out successfully. Abundant hydropower potential, about 80% of the national total, is a superior resource in this region. The hydropower sustainable development is critical not only for ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
UNHYDRO 2004 Beijing
MULTI-VARIABLE RELATIONS FOR SOIL EFFECTS ON SEISMIC GROUND MOTION (2003)
Bouckovalas G. D.
,
Papadimitriou A. G.
A set of approximate, multivariable relations is established to evaluate soil effects on the peak horizontal acceleration, the peak horizontal velocity and the horizontal elastic response spectra (5% damping). The basic innovation of the approach is the use ...
Filed under:
Earthquake Engineering
-
Ground Response Analysis
Reference:
"EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS Earthquake Eng Struct. Dyn. 2003; 32:1867-1896"
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