Static Behavior of Buckling-Restrained Steel Plate Shear Walls

Guo, Yujie; Dong, Qiang

doi:10.1142/9789812701480_0100

Cited by 21 publications

(23 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The high-order buckling mode with multiple waves in the compression zone is generally observed due to the initial gaps. This has been validated by the test conducted by Gao et al and Guo et al [2,19], as shown in Fig. 3.…”

Section: Equivalent Brace Modelmentioning

confidence: 54%

“…Upon loading beyond point K, the compressive stress drops following the curve K-L which can be defined by Eq. (19). The curve K-L is exactly the same with the curve D-E as shown in Fig.…”

Section: Hysteresis Model For Equivalent Bracementioning

confidence: 54%

“…Experimental work done by Gao [2] and Guo [19] are used to establish the validity of the FE modeling of the partially connected BRSPSWs. The details of the tested BRSPSWs are given in Table 1.…”

Section: Validation On Finite Element Model Of Partially Connected Brmentioning

confidence: 99%

See 2 more Smart Citations

Hysteresis model of a novel partially connected buckling-restrained steel plate shear wall

Wei

Liew

Xiong

et al. 2016

Journal of Constructional Steel Research

View full text Add to dashboard Cite

Section: Equivalent Brace Modelmentioning

confidence: 54%

“…Upon loading beyond point K, the compressive stress drops following the curve K-L which can be defined by Eq. (19). The curve K-L is exactly the same with the curve D-E as shown in Fig.…”

Section: Hysteresis Model For Equivalent Bracementioning

confidence: 54%

See 1 more Smart Citation

Hysteresis model of a novel partially connected buckling-restrained steel plate shear wall

Wei

Liew

Xiong

et al. 2016

Journal of Constructional Steel Research

View full text Add to dashboard Cite

“…Relevant Experimental research [1] shows that the concrete cover plates could prevent the steel plate from premature buckling, and the bearing capacity of the steel plate is effectively utilized, so the comprehensive performance of the composite steel plate shear wall is better than that of the traditional concrete shear wall and steel plate shear wall; In 2005, Y.L.Guo [2][3] introduced the anti buckling steel plate shear wall, and they found that the concrete slabs could weaken the tension field effect of the steel plate, decrease additional bending moment of frame columns, and improve the energy dissipation capacity efficiently; X.T.Peng put forward the combination of semi-rigid joints and composite shear wall based on previous researches [4]~ [5] to improve the ductility and energy dissipation of the structure [6][7] . At present, studies on hybrid steel plate wall at domestic and abroad are still in initial stage, and relevant research works are mainly focus on two dimensional space model, which is confined to the small proportion of test pieces, so it is difficult to simulate the real stress state of many tall buildings.…”

Section: Introductionmentioning

confidence: 99%

Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures

Peng¹,

Teng²,

Chen³

et al. 2016

Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials

View full text Add to dashboard Cite

Keywords: steel frame-composite steel shear wall, dynamic, time-history analysis, Bidirectional ground motions, Three-dimensional space model. Abstract. In order to study the dynamic performance of steel frame-composite steel shear wall structure, a dynamic time-history analysis of a practical hospital buliding was carried out by using FEM software Sap2000. As a comparison, the studies on the building with reinforced concrete shear wall s and steel plate shear wall were also performed. In the FEM model, the factors such as bidirectional ground motions and three-dimensional space were considered. The results indicate that the steel frame-composite steel shear wall structure has higher strength, ample lateral stiffness and better energy dissipation capacity than traditional structures.

show abstract

“…Tsai et al (2007) conducted a series of composite shear wall tests. Guo et al (2009) tested the hysteretic behavior of seven CSPSWs. The concrete panels were utilized to restrain the buckling of the steel plate.…”

Section: Introductionmentioning

confidence: 99%

Experimental research on the seismic behavior of CSPSWs connected to frame beams

Guo

et al. 2011

Earthq. Eng. Eng. Vib.

View full text Add to dashboard Cite

The seismic performance of composite steel plate shear walls (CSPSWs) that consist of a steel plate shear wall (SPSW) with reinforced concrete (RC) panels attached to one or both sides by means of bolts or connectors is experimentally studied. The shear wall is connected to the frame beams but not to the columns. This arrangement restrains the possible outof-plane buckling of the thin-walled steel plate, thus signifi cantly increasing the bearing capacity and ductility of the overall wall, and prevents the premature overall or local buckling failure of the frame columns. From a practical viewpoint, these solutions can provide open space in a fl oor as this type of composite shear walls with a relatively small aspect ratio can be placed parallel along a bay. In this study, four CSPSWs and one SPSW were tested and the results showed that both CSPSWs and SPSW possessed good ductility. For SPSW alone, the buckling appeared and resulted in a decrease of bearing capacity and energy dissipation capacity. In addition, welding stiffeners at corners were shown to be an effective way to increase the energy dissipation capacity of CSPSWs.

show abstract

Static Behavior of Buckling-Restrained Steel Plate Shear Walls

Cited by 21 publications

References 0 publications

Hysteresis model of a novel partially connected buckling-restrained steel plate shear wall

Hysteresis model of a novel partially connected buckling-restrained steel plate shear wall

Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures

Experimental research on the seismic behavior of CSPSWs connected to frame beams

Contact Info

Product

Resources

About