Application of corrugated plates as the web of steel coupling beams

Shahmohammadi, Amir; Mirghaderi, Rasoul; Hajsadeghi, Mohammad; Khanmohammadi, Mohammadreza

doi:10.1016/j.jcsr.2013.02.009

Cited by 29 publications

(8 citation statements)

References 10 publications

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“…The value of b can be determined from the tting of peak stresses for each cycle. Whereas the parameters of nonlinear kinematic hardening model can be determined from hysteretic loop dada from strain-controlled roud bar tensile tests (Ryu et al 2018). Several cyclic hardening parameters of the material should be assigned such as the kinematic hardening modulus (C), the rate at which hardening modulus decreases with the plastic strain (γ), the maximum change in the size of the yield surface (Q ∞), and is the rate at which initial yield stress change with the plastic strain (b) (Abaqus et al 2013).…”

Section: Numerical Simulationmentioning

confidence: 99%

Effect of Different Infill Types and Welding Separation on the Cyclic Behavior of Steel Shear Walls

Shallan

Maaly

Elgiar

et al. 2021

Preprint

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Currently, the steel plate shear wall (SPSW) is commonly used in high-rise steel buildings as a lateral load resisting system. The SPSW consists of the boundary frame and infill plate. The objectives of this work are to study the effect of same weight different infill plate types, the effect of boundary frame characteristics, and the effect of infill plate weld separation on the seismic behavior of the SPSWs. A numerical method was proposed to have a comprehensive comparison of seismic behaviors of different types of SPSWs, having the same weight. The model was validated by using previously published numerical and experimental works. The study covers unstiffened (USPSW), stiffened (SSPSW), and corrugated steel plate shear wall (CSPSW). Similarly, the effect of boundary frame stiffness and welding separation characteristics between the plate and boundary frame will be studied, and key issues, such as load-carrying capacity, stiffness, and energy-dissipation capacity were discussed deeply. It was found that the SSPSW has better seismic behavior than USPSW and CSPSW. SSPSW has a higher load-carrying capacity than USPSW, and CSPSW by about 14, 24%, respectively. USPSW is more sensitive to the stiffness of the boundary frame than CSPSW. The plate welding separation has a greater impact on the initial stiffness than load-carrying capacity. When plate-column welding separation occurs, the initial stiffness, and the energy dissipation capacity reduces by about 21%, and 14%. Whereas, when the plate-beam separation occurs, the initial stiffness and energy dissipation capacity reduce by about 36%, and 20.5%.

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Section: Numerical Simulationmentioning

confidence: 99%

Effect of Different Infill Types and Welding Separation on the Cyclic Behavior of Steel Shear Walls

Shallan

Maaly

Elgiar

et al. 2021

Preprint

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“…Hence, the global performance of a coupled structure is linked to its coupling member deformation capacity. The inelastic deformation capacity of the coupling beams can also be enhanced by some innovative ideas, such as corrugated web plates in order to achieve higher ductility or hybrid buckling restrained coupling beams (Shahmohammadi et al ., ; Li et al ., ).…”

Section: Introductionmentioning

confidence: 99%

Optimized design procedure for coupling panels in steel plate shear walls

Eshkevari

Dolatshahi

Mofid

2016

Structural Design Tall Build

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Summary Coupling beams have had a widespread application as performance enhancing devices within concrete structures and more recently also in steel structures. However, the conventional coupling beams are not so efficient in coupling distant walls. In this paper, a novel form of coupling members, namely, coupling panels is proposed and, then, the application for a nine‐story building is investigated. Coupling panels are steel plates which are exerted in the intermediate spans between adjacent shear walls and act as a mega‐coupling beam. First, a verified finite element model is constructed to demonstrate coupling panel behavior along with its global structural mechanism. Subsequently, a nine story building is designed and retrofitted as a new and existing building, using coupling panels. Moreover, an innovative optimization algorithm is proposed in order to achieve the best plate configuration to improve the structural performance using Nonlinear Static Analysis, Modal Pushover Analysis and Time History Analysis and the corresponding results are compared. In summary, it is shown that coupling panels can considerably control structural deformation demands toward a uniform pattern and reduce demands of main shear walls. The optimized design method also leads to a more economical design in comparison with force‐based design approaches. In addition, the proposed coupling panels are shown to be significantly effective, regarding to energy dissipation during earthquakes, and can enhance the structural resiliency. Copyright © 2016 John Wiley & Sons, Ltd.

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“…As an alternative, steel link beams (SLB) have attracted increasing attention owing to their excellent ductility and energy dissipation capacity . Coupled shear walls with SLBs usually called hybrid‐coupled shear walls.…”

Section: Introductionmentioning

confidence: 99%

“…Specifically, when the aspect ratio of CLB is large, the link beams are vulnerable to shear failures, and the high ductility demand on link beams cannot be satisfied.As an alternative, steel link beams (SLB) have attracted increasing attention owing to their excellent ductility and energy dissipation capacity. [6][7][8][9] Coupled shear walls with SLBs usually called hybrid-coupled shear walls. Rational design recommendations on hybrid-coupled shear wall structures were presented in various literatures.…”

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confidence: 99%

Experimental comparative study of coupled shear wall systems with steel and reinforced concrete link beams

Pang

et al. 2019

Structural Design Tall Build

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Summary This paper aims to investigate the seismic performance improvement effect of coupled shear wall with steel link beams under cyclic lateral loading. The quasi‐static tests on two 1/3‐scaled specimens, including one coupled shear wall with steel link beams and one coupled shear wall with conventional concrete link beams, were conducted. These two specimens were designed with similar lateral initial stiffness and tested under the same gravity and lateral cyclic loading procedure. The specimen with concrete link beams exhibited sequence shear failures of link beams from top to bottom storey after completing 22 loading cycles. However, the specimen with steel link beams sustained ductile and plump hysteretic behavior under the same loading cycles. The lateral load‐resisting capacity of the specimen with steel link beams is 2.2 times of the specimen with concrete link beams. The experimental results demonstrated great advantages of steel link beams in improving seismic performance of conventional coupled shear wall systems.

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Application of corrugated plates as the web of steel coupling beams

Cited by 29 publications

References 10 publications

Effect of Different Infill Types and Welding Separation on the Cyclic Behavior of Steel Shear Walls

Effect of Different Infill Types and Welding Separation on the Cyclic Behavior of Steel Shear Walls

Optimized design procedure for coupling panels in steel plate shear walls

Experimental comparative study of coupled shear wall systems with steel and reinforced concrete link beams

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