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The Institute of Theoretical and Applied Mechanics
10
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
DUAL STEEL FRAMES WITH RE-CENTERING CAPACITY AND REPLACEABLE STEEL SHEAR PANELS
Neagu, Calin
;
Dubina, Dan
Structures that have replaceable thin-walled steel shear panels are efficient structural systems for resisting seismic loads owing to their high initial stiffness and rel [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
SEISMIC PROTECTION OF STRUCTURES USING A HYBRID SYSTEM: BUCKLING RESTRAINED BRACE AND MAGNETO RHEOLOGICAL DAMPER
Vulcu, Cristian
;
Dubina, Dan
The seismic protection of structures can be classified into three strategies: (i) reduction of the seismic demands, (ii) enhancement of the structural damping, and (iii) [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
DESIGN CRITERIA AND MODELLING OF RE-CENTRING DUAL ECCENTRICALLY BRACED FRAMES
Stratan, Aurel
;
Dubina, Dan
Conventional seismic design philosophy is based on dissipative response, which implicitly accepts damage of the structure under the design earthquake and leads to signifi [...]
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4.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
FINITE ELEMENT MODELLING OF DETACHABLE SHORT LINKS
Zimbru, Mariana
;
Dubina, Dan
Eccentrically braced frames with replaceable links are viable seismic resisting systems that guarantee large dissipative capacity and quick and easy replacement of the da [...]
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5.
Original version of the author's contribution as presented on CD, section: MS 27 Steel Structures Under Dynamic and Seismic Loading.:
PDF
Experimental and Numerical Investigation of Non-Seismic Reinforced Concrete Frames Strengthened with Concentric Steel Braces
Dubina, D.
;
Dinu, F.
Many reinforced concrete structures built before 1960’s were designed to resist mainly gravity loads and wind, even if they were located in seismic zones. That is why w [...]
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6.
Original version of the author's contribution as presented on CD, section: MS 27 Steel Structures Under Dynamic and Seismic Loading.:
PDF
Behavior of Concentrically Braced Frames with Friction Dampers
Norin F., V.
;
Dubina, D.
The papers investigates the behavior of steel frames with friction dampers connected to steel braces Both numerical and experimental analyses have been conducted in order [...]
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7.
Original version of the author's contribution as presented on CD, section: MS 27 Steel Structures Under Dynamic and Seismic Loading.:
PDF
Evaluation of Energy Dissipation Capacity of Steel Frames with Steel Shear Walls
Dinu, F.
;
Dubina, D.
The papers investigates the behavior of steel frames of dissipative steel shear walls Both numerical and experimental analyses have been conducted in order to characteriz [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4937.:
PDF
Seismic performance of dual frames with composite CF-RHS high strength steel columns
Vulcu, Cristian
;
Bordea, S.
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9.
Original version of the author's contribution as presented on CD, paper No. 4431.:
PDF
Experimental and numerical validation of the technical solution of a brace with pinned connections for seismic-resistant multi-story structures
Gabor, Ramona
;
Alexandrescu, Dragos
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10.
Original version of the author's contribution as presented on CD, paper No. 3312.:
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Experimental calibration of numerical models for short coupling beams of a multi-story frame structure
Dinu, Florea
;
Marcu, Dragos
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7
Dubina, Dan
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