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The Institute of Theoretical and Applied Mechanics
20
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
SEISMIC RESPONSE REDUCTION OF BUILDING STRUCTURES USING A SEMI-ACTIVE CONTROL SYSTEM BASED ON A BRAIN EMOTIONAL LEARNING CONTROLLER
Braz-César, Manuel T.
;
Barros, Rui C.
The present paper investigates the effectiveness of a bio-inspired semi-active controller to reduce seismic-induced vibrations in building structures. The control system [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
CREATION OF A NEW EQUATION OF MOTION TO CALCULATE DISSIPATED ENERGY BETWEEN TWO ADJACENT BUILDINGS
Naderpour, Hosein
;
Barros, Rui Carneiro
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3.
Original version of the author's contribution as presented on CD, section: .:
PDF
NEURO-FUZZY MODELING OF A SPONGE-TYPE MR DAMPER
Braz-César, Manuel T.
;
Barros, Rui C.
Numerical modeling of MR dampers based on parametric models constitutes one of the main methodologies to simulate the behavior of this type of devices. However, its highl [...]
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4.
Original version of the author's contribution as presented on CD, section: [MS34] Vibrations, structural engineering and control systems .:
PDF
SEISMIC RESPONSE OF A CANTILEVERED HIGHWAY SIGN SUPPORT WITHOUT AND WITH A TMD DAMPER
Paiva, Fábio
;
Barros, Rui
This work contributes to a better understanding of the seismic response of cantilevered sign support structures used in highways. For such, the present paper presents a c [...]
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5.
Original version of the author's contribution as presented on CD, section: [MS34] Vibrations, structural engineering and control systems .:
PDF
TUBULAR STEEL LATTICE TELECOMMUNICATION TOWERS, SUBJECTED TO WIND LOADING AND VORTEX SHEDDING
Vieira, Dário
;
Barros, Rui
The main goal of this work was to evaluate the response of the diagonals members of steel lattice towers with circular cross-sections under the wind load determined accor [...]
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6.
Original version of the author's contribution as presented on CD, section: CD-MS 05 CONTROL OF VIBRATIONS IN CIVIL ENGINEERING BY PASSIVE, ACTIVE AND SEMI-ACTIVE DEVICES .:
PDF
Methods To Design a Guided Tower Concerning Dynamic Behavior
MendonCa, C.
;
Barros, R.
The work presented in this paper pretends to structure the main concepts associated with the design of a guyed tower. In this context, are presented the theoretical found [...]
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7.
Original version of the author's contribution as presented on CD, section: CD-MS 05 CONTROL OF VIBRATIONS IN CIVIL ENGINEERING BY PASSIVE, ACTIVE AND SEMI-ACTIVE DEVICES .:
PDF
Comparison of a Cantilever Sign Support Response Subjected To Wind Gusts, With and Without a Tmd
Paiva, F.
;
Barros, R.
This work presents a comparative study of the response of a highway cantilever sign support when subjected to natural winds, with and without a TMD. The paper starts with [...]
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8.
Original version of the author's contribution as presented on CD, section: CD-MS 05 CONTROL OF VIBRATIONS IN CIVIL ENGINEERING BY PASSIVE, ACTIVE AND SEMI-ACTIVE DEVICES .:
PDF
Comparisons of a Tall Lattice Wind Tower Response With and Without a Tmd
Henriques, J.
;
Barros, R.
This paper addresses basic concepts regarding the wind effects on a lattice wind tower with 150 m of height and the subsequent wind responses. The methodology presented f [...]
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9.
Original version of the author's contribution as presented on CD, section: CD-RS 15 PASSIVE ACTIVE AND SEMI-ACTIVE DEVICES .:
PDF
Experimental and Numerical Analysis of Mr Dampers
Braz-Cesar, M.
;
Barros, R.
This paper provides a brief description of MR fluid technology and MR fluid based devices. Analytical and experimental investigations about MR dampers covering their rheo [...]
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10.
Original version of the author's contribution as presented on CD, section: MS 08 Control of Vibrations in Civil Engineering by Passive Active and Semi-Active Devices.:
PDF
Comparisons of a Tall Building Wind Response with and Without a Tmd
Ferreira, N.
;
Delgado, R.
This work addresses basic concepts regarding the wind effects on tall buildings and their subsequent wind responses. The methodology proposed in Eurocode 1 for quantifica [...]
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The Institute of Theoretical and Applied Mechanics :
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