Parametric study of crack growth effect on steel plate shear wall [PDF]
Experimental and numerical study have carried out on behavior of Steel Plate Shear Wall (SPSW) and also, its good performance during past earthquakes have been testified a capable system against lateral load. The system have high ductility, stiffness and
Vahid Broujerdian +2 more
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Effect of Infills on the Response Modification Factor for Infilled Reinforced Concrete Frame Buildings [PDF]
RC frames with unreinforced masonry infill walls are the most common type of building. Unreinforced masonry walls are often not considered by engineers in the design process, although walls and frames interact during strong ground motion, leading to ...
Helmy, Dina Hesham +2 more
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INVESTIGATION OF THE BEHAVIOR FACTOR IN DUAL SYSTEMS WITH SIDE PLATE CONNECTION [PDF]
After the 1994 Northridge and 1995 Kobe earthquakes and the extensive damage in moment resisting connections side plate connection was introduced. This connection is able to hold plastic hinge far from the beam-column connection and has sufficient ...
جواد Vaseghi Amiri +3 more
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RESEARCH INTO THE DEVELOPMENT OF A RESPONSE MODIFICATION FACTOR FOR DIAGRID STRUCTURES
The diagrid structure system has recently gained popularity as an effective structural system for high rise buildings. The effectiveness of the system relies on the truss action developed by the perimeter diagrid system to resist lateral loads. In active seismic zones, ductile performance of the lateral resisting system is highly desired to dissipate ...
Yasser Salem +2 more
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A significant increasing of the space demand and supported by the applicable regulation especially in the congested areas, give the possibility to extend the building vertically.
Andy Prabowo , Yuskar Lase
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Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA] [PDF]
M.Gholhaki1*,Gh.Pachideh2, O. Rezayfar3, S.Ghazvini41- Associate Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University2- Phd Candidate, Structure Eng. Dept., Faculty of Civil Eng., Semnan University3- Assistant Prof., Structure Eng. Dept.,
Madjid Gholhaki +3 more
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The Effects of Using Easy-Going Steel Knee Element on Seismic Behavior of CKBF [PDF]
A proper composition of stiffness and ductility parameters is required to obtain a resistant and economic structure. Accordingly, Chevron Knee Braced Frame (CKBF) seems appropriate due to its proper seismic performance. The advantage of this system comes
M. Farhani Nezhad, N. Fanaie
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Response modification factor - Review paper
Abstract Response modification factor (R) has a main function in the seismic design of new construction materials and is a seismic design parameter in equivalent static analysis. It determines the nonlinear performance of building structures during strong earthquakes.
Heshmatollah Abdi +2 more
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Helicobacter pylori-induced histone modification, associated gene expression in gastric epithelial cells, and its implication in pathogenesis. [PDF]
Histone modifications are critical in regulating gene expression, cell cycle, cell proliferation, and development. Relatively few studies have investigated whether Helicobacter pylori, the major cause of human gastric diseases, affects histone ...
Haas, Rainer +43 more
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Concrete Filled Double Steel Plate Shear Wall Response Modification Factor [PDF]
Composite steel shear wall is a newest seismic resistant system that has a high stiffness, strength and ductility. The main advantages of this structural system are lower thickness and weight, don’t need to reinforcement and its easy implementation ...
Hamed Rahman Shokrgozar +2 more
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