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The Institute of Theoretical and Applied Mechanics
12
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
CLASS A PREDICTION FOR SEISMIC CENTRIFUGE MODELING OF MULTI-BLOCK QUAY-WALL: UNDRAINED (PLAXIS) VERSUS COUPLED (FLAC) EFFECTIVE STRESS ANALYSIS
Tasiopoulou, Panagiota
;
Gazetas, George
Effective stress analyses are conducted aiming to provide Class A predictions for a seismic centrifuge test of a multi-block gravity quay-wall. Two different codes are us [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
BURIED PIPELINES SUBJECTED TO GROUND DEFORMATION CAUSED BY LANDSLIDE TRIGGERING
Tsatsis, Angelos
;
Gazetas, George
Permanent ground deformation is one of the most damaging hazards for buried lifelines such as gas and oil pipelines. The most frequent cause of permanent ground deformati [...]
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3.
Original version of the author's contribution as presented on CD, section: CD-RS 29 SOIL-STRUCTURE INTERACTION .:
PDF
Three-Dimensional Finite Element Modelling of Dynamic Pile-Soil-Pile Interaction in Time Domain
Kouroussis, G.
;
Verlinden, O.
Dynamic analysis of embedded foundations like pile groups have received considerable attention in the past. Most existing approaches are established in the frequency doma [...]
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4.
Original version of the author's contribution as presented on CD, section: Computational methods in geotechnical earthquake engineering - i.:
PDF
Nonlinear inelastic seismic response of slender bridge pier on surface foundation
Gazetas, G.
;
Gerolymos, N.
The paper highlights the results of a numerical study of the seismic response of a tall bridge-pier type structure supported on surface foundation. Both the structure and [...]
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5.
Original version of the author's contribution as presented on CD, section: Analysis methods for bridges subjected to seismic actions - ii (MS).:
PDF
On the beneficial role of pile and soil inelasticity on the seismic performance of bridge piers
Gerolymos, N.
;
Gazetas, G.
While seismic codes do not allow plastic deformation of piles, the Kobe earthquake has shown that limited structural yielding and cracking of piles may not be always detr [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0013.:
PDF
Centrifuge Tests on Pile Foundation-Structure Systems Affected by Liquefaction-Induced Soil Flow after Quay Wall Failure
Tazoh, Takashi
;
Gazetas, George
The paper investigates experimentally the behavior of a structure-footing-four piles system under the action of seismic shaking causing liquefaction of a critical soil la [...]
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7.
Original version of the author's contribution as presented on CD, paper No. 5705.:
PDF
Understanding the Characteristics of Christchurch Earthquake (2011) by Observing SDOF Systems
Bal, Ihsan Engin
;
Gazetas, George
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8.
Original version of the author's contribution as presented on CD, paper No. 4309.:
PDF
Experimental assessment of the seismic response of three-leaf stone masonry walls, with due consideration to soil–structure interaction
Manoledaki, Aikaterini-Anna
;
Gazetas, George
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9.
Original version of the author's contribution as presented on CD, paper No. 4293.:
PDF
Seismic Performance of a Typical Existing CoreFrame RC Building with Soil Struct. Interaction
Zeris, Christos
;
Gazetas, George
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10.
Original version of the author's contribution as presented on CD, paper No. 3956.:
PDF
Bridge pile-abutment-deck interaction in laterally spreading ground: Lessons from Christchurch
Tasiopoulou, Panagiota
;
Gazetas, George
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The Institute of Theoretical and Applied Mechanics :
12
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Gazetas, George
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