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The Institute of Theoretical and Applied Mechanics
16
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
APPLICATION OF A DAMAGE STATE METHOD BASED ON PERIOD ELONGATION FOR TIME VARIANT VULNERABILITY OF DEGRADING REINFORCED CONCRETE BUILDINGS
Trevlopoulos, Konstantinos
;
Guéguen, Philippe
We present a method for a probabilistic estimation of the time variation during aftershock sequences of the vulnerability of reinforced concrete structures which deterior [...]
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2.
Original version of the author's contribution as presented on CD, section: [RS19] Seismic risk and reliability analysis .:
PDF
SEISMIC ASSESSMENT OF EXISTING STRUCTURES: CONTRIBUTION OF IN-SITU MEASUREMENTS BY AMBIENT VIBRATIONS IN THE DESIGN OF NUMERICAL MODELS
Desprez, Cedric
;
Gueguen, Philippe
Seismic assessment of existing structures is a major issue of civil engineering. Indeed, many constructions built before seismic requirement codes are located in moderate [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS26] The SINAPS@ French research project on integrated seismic risk assessment for nuclear safety .:
PDF
RESPONSE-SPECTRUM COMPATIBLE RECORD SELECTION FOR NONLINEAR STRUCTURAL ANALYSIS
Isbiliroglu, Levent
;
Gueguen, Philippe
Nonlinear dynamic analysis is used to determine seismic behavior of structures under given input ground motions (e.g., seismic loading) that are selected appropriately wi [...]
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4.
Original version of the author's contribution as presented on USB, paper 4937.:
PDF
Seismic Response of the Basin of Quito From Continuous Accelerometric Records of Renac-Quito
Bonilla, Luis-Fabian
;
Mercerat, Diego
The city of Quito has been damaged several times in the past by important earthquakes. The seismic hazard assessment is thus an important issue and especially, the site e [...]
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5.
Original version of the author's contribution as presented on USB, paper 4194.:
PDF
Damping Variations in Structures
Guéguen, Philippe
;
Brossault, Marc-Antoine
The frequency and damping of an engineering structure control its dynamic response via Newton’s second law. These two modal parameters are likely to vary in time due to [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 12-03-0107.:
PDF
On the Full Scale Dynamic Behaviour of RC-Buildings Using Coherent Laser Radar Vibrometer
Jolivet, Véronique
;
Schveitzer, Anne-Sophie
For a long time, defining the dynamics parameters of buildings is known as a challenge for the earthquake engineering community. Even if the dynamic parameters provided b [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 03-03-0065.:
PDF
Urban Seismic Ground Motion:A Coupled Effect of Site and Urban Environment
Gueguen, Philippe
During the World Trade Center terrorism attack, several records done by the Lamont network have clearly shown seismic signals from the two aircraft impacts, up to distanc [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 5147.:
PDF
Seismic vulnerability assessment using Support Vector Machine classification for remote sensing and in-situ Data
Matsuka, P.
;
Chanussot, J.
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9.
Original version of the author's contribution as presented on CD, paper No. 4845.:
PDF
Remote modal study of reinforced concrete buildings using a multiple-path Lidar vibrometer
Valla, M.
;
Perrault, Mathieu
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10.
Original version of the author's contribution as presented on CD, paper No. 4089.:
PDF
A Set of Eurocode 8-Compatible Synthetic Time-Series as Input to Dynamic Analysis.
Laurendeau, Aurore
;
Douglas, John
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The Institute of Theoretical and Applied Mechanics :
16
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16
Guéguen, Philippe
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