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

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Gholhaki Majid; KHEYRODDIN ALI; Babaizadeh Parisa

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Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2019 | Volume:6 | Issue:Special Issue 1 (23) Page(s): 141-156

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Information Journal Paper

Title

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

Author(s)

Gholhaki Majid | KHEYRODDIN ALI | Babaizadeh Parisa | Issue Writer Certificate

Keywords

Steel plate shear wallQ2

Concrete frameQ1

ConnectionsQ2

Behaviour factorQ2

Thin plateQ2

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.

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APA: Copy

Gholhaki, Majid, KHEYRODDIN, ALI, & Babaizadeh, Parisa. (2019). Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 6(Special Issue 1 (23) ), 141-156. SID. https://sid.ir/paper/252551/en

Vancouver: Copy

Gholhaki Majid, KHEYRODDIN ALI, Babaizadeh Parisa. Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2019;6(Special Issue 1 (23) ):141-156. Available from: https://sid.ir/paper/252551/en

IEEE: Copy

Majid Gholhaki, ALI KHEYRODDIN, and Parisa Babaizadeh, “Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 6, no. Special Issue 1 (23) , pp. 141–156, 2019, [Online]. Available: https://sid.ir/paper/252551/en

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