جستجو در تالارهای گفتگو
در حال نمایش نتایج برای برچسب های 'seismic behavior'.
7 نتیجه پیدا شد
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SEISMIC BEHAVIOR ASSESSMENT OF LOW-RISE REINFORCED CONCRETE STRUCTURAL WALLS USING QUASI-STATIC REVERSED CYCLIC LOADING PROTOCOL A THESIS SUBMITTED TO THE GRADUATE SCHOOL OF NATURAL AND APPLIED SCIENCES OF MIDDLE EAST TECHNICAL UNIVERSITY BY POURANG EZZATFAR PhD, Department o... -
Seismic Behavior of Direct Displacement-based Designed Eccentrically Braced Frames
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Seismic Behavior of Direct Displacement-based Designed Eccentrically Braced Frames A. Mohebkhah* , S. Farahani Department of Civil Engineering Faculty of Civil and Architectural Engineering, Malayer University, Malayer, Iran Direct Displacement-Based Design (DDBD) is a performance-based s... -
EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs
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EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs Amin MOHEBKHAH Assistant Professor of Structural Eng., Dept. of Civil Eng., Malayer University, Malayer, Iran amoheb@malayeru.ac.ir Sina FARAHANI M.Sc. Student of Structural Engineering, Dept. of Civil Eng., Malayer University... -
EVALUATION OF SEISMIC BEHAVIOR OF IRREGULAR TUBE BUILDINGS IN TUBE SYSTEMS
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EVALUATION OF SEISMIC BEHAVIOR OF IRREGULAR TUBE BUILDINGS IN TUBE SYSTEMS ABSTRACT: Setbacks in the volume of a building usually arise from the demands of urban design for illumination, proportion, etc. However, in seismic events they are the cause of abrupt changes in stiffness and mass pro... -
Seismic behavior of code designed steel plate shear walls
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Seismic behavior of code designed steel plate shear walls Jeffrey W. Berman∗ Department of Civil and Environmental Engineering, University of Washington, Seattle, WA 98195-2700, United States Engineering Structures 33 (2011) 230–244 AbstractThe AISC Seismic Design Provisions now include capacity... -
Seismic Behavior Assessment of The Historical Tomb of Sheikh Shahab-edin Ahary
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Seismic Behavior Assessment of The Historical Tomb of Sheikh Shahab-edin Ahary Original Article, D58 Pouraminian M, Pourbakhshian S, Khodayari R. J. Civil Eng. Urban. 4(4): 382-389. 2014 ABSTRACT: This study aims to investigate failure mechanism of historical tomb of Shahab-edin Ahary elements and... -
Toward buckling free tension-only braces using slack free connections
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Toward buckling free tension-only braces using slack free connections Seyed Amin Mousavi a, Seyed Mehdi Zahrai a,⁎, Murat Saatcioglu b a School of Civil Engineering, College of Engineering, The University of Tehran, P.O. Box 11155-4563, Tehran, Iran b Department of Civil Engineering, The University...