جستجو در تالارهای گفتگو
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EVALUATION OF COLUMN-TREE MOMENT RESISTING CONNECTION WITH END PLATES AND HAUNCHED BEAM (RESEARCH
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EVALUATION OF COLUMN-TREE MOMENT RESISTING CONNECTION WITH END PLATES AND HAUNCHED BEAM (RESEARCH NOTE) A. Bahaarmast and J. Razaaghi Abstract The column-tree constructional schemes allows for a reliable and convenient erection of moment resisting steel frames. Strengthening of column-tree...-
- Column-Tree Connection
- Haunch
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(و 3 مورد دیگر)
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Mechanical properties of Semi-Rigid Steel Frame- Braced Steel Plate Shear Wall
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Mechanical properties of Semi-Rigid Steel Frame- Braced Steel Plate Shear Wall Due to mechanical performances of brace and steel plate, mechanical properties of semi-rigid joints and its construction and installation, semi-rigid steel frame-braced steel plate shear wall system is proposed. No... -
Pillow-Shape Base Isolation System and Its Seismic Behavior
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Pillow-Shape Base Isolation System and Its Seismic Behavior Ali Tayaran; Mahmood Hosseini In this paper a new isolating system is introduced for short to mid-rise buildings. In comparison to conventional systems such as LRB and HRB, the proposed system has the advantage of no need to cutting e...-
- Finite element analysis
- Runge-Kutta Technique
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(و 2 مورد دیگر)
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Behavior of Unstiffened Steel Plate Shear Wall with Simple Beam-to-column Connections and Flexible
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Behavior of Unstiffened Steel Plate Shear Wall with Simple Beam-to-column Connections and Flexible Boundary Elements Dipti Ranjan Sahoo*, Balsher Singh Sidhu, and Arunesh Kumar Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi-110016, India Abastract This study investi...-
- boundary elements
- cyclic loading
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(و 3 مورد دیگر)
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