Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame

Document Type : Original Article

Authors

1 Associate Professor of Semnan University

2 null

3 دانشگاه سمنان

Abstract

The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered.

The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered.

Keywords

Main Subjects

References

[1] Chen, Shun Tyan, et al. (2001)” Seismic Assesment and Strengthening Method ofExisting RC Buildings in Response to Code Revision”, Earthquake Engeneering and Engiering Seismology.
[2] Sabouri-Ghomi, S.(2001) resistant systems against side loads, an introduction to steel plate shear wall, 1rd ed. Tehran. Angizeh publication.
[3] G, A Formisano, Matteis, De and Mazzolani, F M. (2010). ‘Numerical and experimental behavior of a full-scale RC structure upgraded with steel and aluminium shear panels”, Computers and Structures.
[4] gholhaki,m. sattarifar,a. (2011). “behavior assessment of retrofitting reinforcement concrete frame with steel plate shear wall”. 6th congress of nation of civil engineering.
[5] Choi, I. and Park, H. (2011). ”Cyclic Loading Test for Reinforced Concrete Frame with Thin Steel Infill Plate” J. Struct. Eng., 137(6), 654–664.
[6] Lin, CH. Tsai, KC. Quc, B. Bruneaud, M.(2010) “Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls”. Journal of Constructional Steel Research. 66, 1467-1482.
[7] Anjan K. Gilbert Y. Grondin, Robert G. Driver.(2011) “Estimating fundamental periods of steel plate shear walls”. Engineering Structures. 33, 1883-1893.
[8] Jahanpour, A. Moharrami, H. Aghakoochak, A.(2011) Evaluation of ultimate capacity of semi-supported steel plate shear walls. Journal of Constructional Steel Research. 67, 1022-1030.
[9] Sabouri-Ghomi, S. Asad Sajjadi, SR.(2012) “Experimental and theoretical studies of steel plate shear walls with and without stiffeners”. Journal of Constructional Steel Research. 75, 152-159.
[10] Anjan K.(2014) “seismic behavior of steel plate shear walls with centrally placed circular perforations”, thin-walled structures. 30-42.
[11] Wang, M. Yang, W. Shi, Y. Xu, J.(2015) “seismic behaviors of steel plate shear wall structures with construction details and materials”, journal constructional steel research. 194-210.
[12] Ronny, P. Bruneau, M.(2015) “experimental investigation of steel plate shear walls in-span plastification along horizontal boundary elements”, engineering structures. 68-79.
[13]Uang C.M, (1991), "Establishing R(or Rw)end Cd factors for building seis provisions", ASCE journal of structural engineering , pp19-2.

Files

History

  • Receive Date: 03 May 2017
  • Revise Date: 07 December 2017
  • Accept Date: 02 January 2018

Share

How to cite

Statistics