فهرس المقالات steel plate shear walls

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  1 - Comparison of plasticity and stiffness of steel shear walls with composite steel plate shear wall
  Leila Shahryari Mahdi Esfandiari
  The steel shear wall and composite steel plate shear wall is introduced in recent three decade and is considered and is spread rapidly. Composite steel plate shear wall which is made of a layer of thin steel sheet with coating of reinforced concrete in one or both sides أکثر

  The steel shear wall and composite steel plate shear wall is introduced in recent three decade and is considered and is spread rapidly. Composite steel plate shear wall which is made of a layer of thin steel sheet with coating of reinforced concrete in one or both sides of steel palate is considered a third generation of resistance shear walls against lateral loads that in addition to increasing the strength, ductility and energy absorption, it is very economical and affordable and it is used in constructing high buildings, retrofitting buildings and tanks. In this paper we have tried to examine the seismic behavior of steel and composite shear walls. For this purpose several models of steel shear and composite walls from one to five stories were constructed and analyzed by Abaqus software. The result show that composite steel plate shear walls has more ability to absorb energy, spread produced stress to different parts of the steel plate and ductile than steel shear walls. The curve hysteresis loop of composite steel palate shear walls is more stable and sustainable than steel shear wall. With increasing the number of stories, the initial strength and stiffness is decreased due to increase in lateral shift but the amount of absorbing energy and ductility is increased. The force tolerance in composite steel plate shear wall models is increased in comparison with steel shear walls تفاصيل المقالة
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  2 - Ductility-based Seismic Design Of Steel Plate Shear Walls: Practical Application Using Standard Sections
  Mayank K. Gupta Swapnil B. Kharmale Siddhartha Ghosh
  Over the past decade of extensive research works, the thin un-stiffened steel plate shear wall(SPSW) has now emerged as a promising lateral load resisting system. Considering thedemand of performance-based seismic design (PBSD) philosophy in current and futureseismic de أکثر

  Over the past decade of extensive research works, the thin un-stiffened steel plate shear wall(SPSW) has now emerged as a promising lateral load resisting system. Considering thedemand of performance-based seismic design (PBSD) philosophy in current and futureseismic design codes, a ductility-based design was recently proposed for SPSW systems withpin-connected boundary beams. However, the effectiveness of that method was not testedusing standard steel sections. The focus of this paper is to check the applicability of thatPBSD procedure for practical designs of SPSW systems in the US and Indian context, usingstandard rolled steel sections available commercially in these countries. Based on sampledesign case studies on 4-story test buildings, the method is found to be a practicable solutionfor PBSD of SPSW systems. In addition, the distribution of inter-story drift over the height ofthe structure is also found to be suitable for adopting in design guidelines. The need forwidening the range of available Indian Standard sections for realistic PBSD applications is تفاصيل المقالة
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  3 - Seismic Upgrading of Non-ductile Steel Frames using Steel Plate Shear Walls
  Vishal Bhatia Siddhartha Ghosh
  Many old damaged and undamaged building structures do not meet the criteria of modern seismic design codes. Such structures need to be seismically enhanced. The main objective of this paper is to propose and validate the effectiveness of an upgrade scheme for non-seismi أکثر

  Many old damaged and undamaged building structures do not meet the criteria of modern seismic design codes. Such structures need to be seismically enhanced. The main objective of this paper is to propose and validate the effectiveness of an upgrade scheme for non-seismic buildings using steel plate shear walls (SPSW). The upgrade is carried out considering a probability-based drift-based criterion, wherein incremental dynamic analysis is used for performance evaluation. The proposed upgrade procedure involves a static energy based scheme for the design of SPSW. It is tested on a 7- and a 5-story steel framed building structure. The results show substantial drift reduction overall, showing the effectiveness of the SPSW; however, selected target performance is not achieved exactly. Various reasons for the inability of the SPSW in meeting the probabilistic target are indicated. Overall, the proposed procedure is found to be effective for the upgrade of non-seismic steel frame structures to satisfy an inelastic drift-based probabilistic performance criterion. Need for future research works are indicated based on the shortcomings of the proposed procedure تفاصيل المقالة