Papers Submitted to WSEAS Conferences and WSEAS Journals: Wseas Transactions

Monday, 31 May 2010

Wseas Transactions

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The following information was submitted:

Transactions: INTERNATIONAL JOURNAL of MATHEMATICAL MODELS AND METHODS IN APPLIED SCIENCES
Transactions ID Number: 19-317
Full Name: Tepes Onea Florin
Position: Assistant Professor
Age: ON
Sex: Male
Address: University Ovidius of Constantza, Faculty of Civil Engineering, street Unirii no.22B
Country: ROMANIA
Tel: +40-0721305391
Tel prefix: +40
Fax: +40-0241-545090
E-mail address: tflorin@univ-ovidius.ro
Other E-mails: gelmambets@univ-ovidius.ro
Title of the Paper: evaluation of damping in dynamic analysis of structures
Authors as they appear in the Paper: Tepes Onea Florin, Gelmambet Sunai
Email addresses of all the authors: tflorin@univ-ovidius.ro, gelmambets@univ-ovidius.ro
Number of paper pages: 8
Abstract: From physical point of view, the dumping represents the soil seismic excitation energy taken over process through internal absorption, rubbed between existent layers, as cracks on rocky foundations. Generally, on heavy dams dynamic analysis it is considered a viscous dump, proportional with deformation speed. The dumping can be evaluated on experimental bases or on environmental conditions measurements. The latest determine higher values of dumping elements. This it could be explained with the local factors influence which is not possible to modeled as backlash treatment, foundation ground characteristics, the concrete technology. This represents an atypical dissipate phenomenon. A major influence is done by the excitation level as real seism or experimental excitation. The present work is about to establish the influence of the dissipate effect of the backlash on concrete blocks. The backlash finite elements modeling make this possible, studying different situati!
ons as rub effect, cohesion effect, seismic action on varying directions with the same accelerogram of 0.4g. The studied blocks have the same dimensions, the relative displacement being obtained by foundation stiffness modified under two block parts.
Keywords: Dissipation, Dumping excitation, Rayleigh, Spatial mesh.
EXTENSION of the file: .doc
Special (Invited) Session: Evaluation of damping in dynamic analysis of structures
Organizer of the Session: 633-297
How Did you learn about congress: gelmambets@univ-ovidius.ro
IP ADDRESS: 81.196.74.39

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