Partial interaction theory to analyze composite (steel–concrete) shear wall systems under pure out-of-plane loadings

Sabouri‐Ghomi, Saeid; Jahani, Younes; Bhowmick, Anjan K.

doi:10.1016/j.tws.2016.03.013

Cited by 12 publications

(6 citation statements)

References 22 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Hossain et al investigated the impact shear resistance characteristics of double skin composite wall using finite element model, such as impact energy dissipation, fundamental period, and stress–strain development. Due to the lack of predicting the structural performance as the structure approaches collapse, the hysteretic models of composite shear walls were developed by Wei et al and Zhao et al A closed‐form solution based on partial interaction theory was deduced by Sabouri‐Ghomi et al to analysis composite shear wall considering pure out‐of‐plane loading. The out‐of‐plane performance of composite shear wall related nuclear engineering was investigated using experimental method by Li and Li .…”

Section: Introductionmentioning

confidence: 99%

Seismic performance assessment of new dry‐assembled prefabricated composite shear wall system with beam‐only connection

Wang

Zhang

Chen

2020

Structural Design Tall Build

View full text Add to dashboard Cite

Summary Two types of prefabricated composite shear wall systems were proposed using modular and separated dry‐assembled ways, respectively. The seismic performance of four composite shear wall systems, two for the modular assembly way and two for the separated assembly way, was numerically evaluated including failure mode, loading and deformation capacities, hysteresis behavior, ductility, stiffness degradation, and energy dissipation. The nonlinear numerical simulations were conducted based on plastic‐damage constitutive laws for both concrete and steel materials using ABAQUS platform, which were further verified by the experimental investigations. The results showed that the mechanical performance of the modular assembly system is superior than that of the separated assembly system. The former exhibited good bearing and deformation capacities: The peak force is enhanced by 50% on average, the ultimate drift ratio reaches an average value of 3.7%, and the ductility coefficient has an average value of 10.5. As for the same assembly way, the prefabricated system with inner steel plate appeared better seismic properties compared to that with outer steel plate. Furthermore, the modular assembly system behaved prominent energy dissipation capacity with plentiful hysteresis loops. The equivalent damping ratio of this system reaches 15.93% at the drift ratio of 2%, which is the limit drift ratio for normal buildings in rare earthquakes.

show abstract

Section: Introductionmentioning

confidence: 99%

Seismic performance assessment of new dry‐assembled prefabricated composite shear wall system with beam‐only connection

Wang

Zhang

Chen

2020

Structural Design Tall Build

View full text Add to dashboard Cite

show abstract

“…Liu et al investigated the mechanical behavior of BR‐SPW with two‐side connections . Research on SC shear walls were performed by Varma et al, Epackachi et al, Naguyen and Whittaker, and Sabouri‐Ghomi et al…”

Section: Introductionmentioning

confidence: 99%

“…[18,19] Liu et al investigated the mechanical behavior of BR-SPW with two-side connections. [20] Research on SC shear walls were performed by Varma et al, [21] Epackachi et al, [22,23] Naguyen and Whittaker, [24] and Sabouri-Ghomi et al [25] For the design of C-SPWs consisting of infill steel plate with cast-in-place reinforced concrete encasements on both sides of steel plate, guidelines and approaches are still being developed. The shear force demand on the headed stud for the design of C-SPWs was addressed by the authors.…”

mentioning

confidence: 99%

Concrete panel thickness demand for the design of composite steel plate shear wall

Sun

et al. 2019

Structural Design Tall Build

View full text Add to dashboard Cite

Summary Composite steel plate shear walls (C‐SPWs) are composed of an infill steel plate and reinforced concrete encasements. With an adequate thickness, the concrete encasement can effectively prevent the premature buckling of the infill steel plate. Researchers have provided nonconservative concrete thickness demands through analyses of approximate elastic buckling, for which the analytical model is too simplistic to simulate C‐SPW buckling. In this paper, the buckling of C‐SPW is addressed using a nonlinear finite element method. To assist this method, a formula for the buckling strength of C‐SPW is theoretically developed. Utilizing the results of nonlinear finite element analysis on C‐SPW, the effects of concrete panel thickness, concrete elastic modulus, infill steel plate thickness, panel aspect ratio, and stud spacing on the infill steel plate buckling are analyzed, and the critical drift ratio corresponding to the buckling of the infill steel plate is obtained. According to the criterion that the C‐SPW will not buckle until its drift ratio achieves the drift limit (0.4%), the minimum concrete panel thicknesses demands are captured from finite element analysis. Fitting these predicted minimum concrete thicknesses, an available formula is proposed for the concrete thickness demand in the design of C‐SPW.

show abstract

“…Rassol and Singha [35] studied the nonlinear behavior of shear panels. Kim and Choi [36], Henriques et al [37] and Sabouri-Ghomi et al [38] studied the effects of shear deformation in composite beams. Analyses of the effect of shear in thin web bridges can be found in [39,40].…”

Section: Introductionmentioning

confidence: 99%

Structural system identification of thin web bridges by observability techniques considering shear deformation

Tomàs¹,

Galant

Ramos

et al. 2018

Thin-Walled Structures

View full text Add to dashboard Cite

Despite its importance in some structures, shear deformation is systematically neglected by most static structural system identification methods. This paper analyzes for the first time in the literature the effect of this deformation in the static inverse analysis of thin web bridges. This study is focused on the observability techniques. The most recent formulation found in the literature is based onthe Euler-Bernoulli beam theory. This formulation is unable to identify correctly the characteristics of a structure (such as flexural stiffness) when shear deformation is not negligible. To solve this problem, the observability method is updated according to Timoshenko's beam theory. This formulation uses an algebraic method which combines a symbolical and a numerical application. Thus, the updated observability formulation is able to obtain not only the flexural stiffness but also the shear one. Besides this, a parametric equation of the estimates is obtained for the first time in the literature. Some examples of growing complexity are used to illustrate the validity of the the proposed formulation formulation.Peer ReviewedPostprint (author's final draft

show abstract

Partial interaction theory to analyze composite (steel–concrete) shear wall systems under pure out-of-plane loadings

Cited by 12 publications

References 22 publications

Seismic performance assessment of new dry‐assembled prefabricated composite shear wall system with beam‐only connection

Seismic performance assessment of new dry‐assembled prefabricated composite shear wall system with beam‐only connection

Concrete panel thickness demand for the design of composite steel plate shear wall

Structural system identification of thin web bridges by observability techniques considering shear deformation

Contact Info

Product

Resources

About