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Untitled
The Institute of Theoretical and Applied Mechanics
12
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
IN PLAN DISTRIBUTION OF ISOLATORS EFFECTIVE STIFFNESS FOR MINIMIZING THE TORSIONAL RESPONSE OF BASE ISOLATED BUILDINGS
Kostinakis, Konstantinos
;
Atsalos, Athanasios
The present study examines the influence of the isolators’ effective stiffness distribution on the torsional response of base isolated structures. To accomplish this pu [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
MULTIPLE SUPPORT EXCITATION OF A BRIDGE BASED ON BEM ANALYSIS OF THE SUBSOIL-STRUCTURE-INTERACTION PHENOMENON
Fontara, Ioanna-Kleoniki
;
Sextos, Anastasios
This study presents a numerical investigation of the influence of spatial variability of earthquake ground motion, site effects and Soil-Structure Interaction (SSI) pheno [...]
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3.
Original version of the author's contribution as presented on USB, paper 967.:
PDF
Determination of the Critical Angle of Seismic Forces for the Safety Assessment of 3D RC Buildings Using Lateral Force Analysis
Romão, Xavier
;
Skoulidou, Despoina
In three-dimensional asymmetric buildings, the orientation of the applied forces with regard to the structural system as well as the vertical distribution of the lateral [...]
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4.
Original version of the author's contribution as presented on USB, paper 2217.:
PDF
Calibration of the Dynamic Model of a Long Concrete Ravine Bridge Based on Ambient Vibration Measurements
Ekmektsoglou, Kyriakos
;
Athanatopoulou, Asimina
The scope of this work is the creation of a numerical FE model of an existing prestressed post-tensioned RC box girder ductile ravine bridge and its updating, based on id [...]
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5.
Original version of the author's contribution as presented on USB, paper 1625.:
PDF
Correlation Between Structure-Specific Seismic Intensity Measures of Site-Dependent Ground Motions and Nonlinear Response of R/C Frame-Structures
Kostinakis, Kostantinos
;
Athanatopoulou, Asimina
The assessment of the seismic performance of a structure depends on the optimal choice of an earthquake Intensity Measure (IM). Given the fact that conventional IMs based [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 14-0048.:
PDF
Spectral Pushover Versus Static and Modal Pushover Analyses
Tsiggelis, Vasilios S.
;
Avramidis, Ioannis E.
In this paper a newly developed simplified procedure for estimating seismic demands which is called Spectral Pushover Analysis [SPA] is briefly presented and evaluated. F [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 08-02-0009.:
PDF
Effects of Seismic Directivity Within the Framework of the Lateral Force Procedure
Morfidis, Konstantinos E.
;
Avramidis, Ioannis E.
In the present paper the influence of the seismic incident angle on the longitudinal steel reinforcement of R/C buildings within the context of the lateral force method o [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 14-0047.:
PDF
Static Pushover Analysis Based on an Energy–Equivalent SDOF System
Manoukas, Grigoris E.
;
Avramidis, Ioannis E.
In this paper a new enhanced Nonlinear Static Procedure (NSP) is presented and evaluated. The steps of the proposed methodology are quite similar to those of the well-kno [...]
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9.
Original version of the author's contribution as presented on CD, Paper ID: 08-02-0010.:
PDF
Selection of Sectional Forces for Designing R/C Frames Analysed by Time History Analysis
Kostinakis, Konstantinos G.
;
Avramidis, Ioannis E.
In general the seismic design of R/C structural elements is controlled by the simultaneous action of three response parameters. For example, a column in a 3D frame must b [...]
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10.
Original version of the author's contribution as presented on CD, paper No. 3892.:
PDF
Maximum Response Under Recorded and Principal Components of Ground Motion.
Tsourekas, Athanasios
;
Athanatopoulou, Asimina
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