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Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall

Year 2020, Volume: 31 Issue: 6, 10413 - 10439, 01.11.2020
https://doi.org/10.18400/tekderg.559036

Abstract

A total of five steel frame specimens, one bare and four infilled, were designed with thin-walled steel sheets and corrugated sandwich infill panels in order to increase their load and energy dissipation capacity. For this experimental study, single-story, single-bay steel frames of nominally-pinned beam-to-column connections were prepared with a scale ratio of 1:3. A quasi-static cyclic loading pattern was applied to the control bare and infilled steel frames, and their behavior was investigated both experimentally and analytically using SAP2000 and ABAQUS finite element software. First, five identical bare steel frame specimens were prepared and one of them was tested as a control specimen, and its rigidity and cyclic behavior was determined experimentally. Then, two sandwich panel specimens were prepared by connecting sandwich panels in the second and third bare steel frames using appropriate connections. The fourth specimen had only a single steel plate infill. Finally, the fifth specimen was prepared by removing the polyurethane material from inside the sandwich panel and only steel plates were attached to both faces of the frame. This way, it was possible to compare the effect of the polyurethane material inside the sandwich panel and the corrugated steel plate on the overall system behavior. In all specimens, the infill plates were fastened to the frame connection profiles using self-drilling screws and the responses of the specimens were compared in terms of their maximum load capacity, initial stiffness, ductility and energy dissipation capacity values under cyclic loading. The experimental and analytical investigations showed that, similarly to steel plate infills, the specimens with sandwich panels also behaved in a ductile manner with relatively lower load and energy dissipation capacities. Results of the strip model and the finite element model analyses were then compared with the experimental results and they were both found to be in good agreement.

References

  • [1] Mimura, H. and Akiyama, H. (1977). “Load-deflection relationship of earthquake resistant steel shear walls with a developed diagonal tension field.” Trans., Arch. Inst. Of Japan, Tokyo, Japan, 109-114.
  • [2] Agelidis, N. and Mansell, D. S. (1982). “Seismic steel plate cores in tall buildings.” Civil Engineering Transactions of the Institution of Engineers, Australia, CE24 (1), 11-18.
  • [3] Rezai, M. (1999). “Seismic behavior of steel plate shear walls by shake table testing.” PhD Thesis, University of British Columbia, Vancouver, Canada.
  • [4] Yamada, M. (1992). “Steel panel encased R.C. composite shear walls.” Proceeddings of the ASCE Engineering Foundation Conference on Composite Construction in Steel and Concrete II, pp. 899-912.
  • [5] Caccese, V., Elgaaly, M. and Chen, R. (1993). “Experimental study of thin steel-plate shear walls under cyclic loading.” Journal of Structural Engineering, 119, 0573-0587.
  • [6] Sabouri-Ghomi, S. and Roberts, T. M. (1991). “Nonlinear dynamic analysis of thin steel plate shear walls.” Computers & Structures, 39, 121-127.
  • [7] Takahashi, Y., Takemoto, Y., Takeda, T. and Takagi, M. (1973). “Experimental study on thin steel shear walls and particular bracings under alternative horizontal load.” IABSE Symposium, On Resistance and Ultimate Deformability of Structure Acted on by Well-Defined Repeated Loads, Lisbon, Portugal, 185-191.
  • [8] Timler, P. A. and Kulak, G. L. (1983). “Experimental study of steel plate shear walls.” Structural Engineering Report, 114, University of Alberta, Edmonton, Alta, Canada.
  • [9] Tromposch, E. W. and Kulak, G. L. (1987). “Cyclic and static behavior of thin panel steel plate shear walls.” Structural Engineering Report, 145, University of Alberta, Edmonton, Alta, Canada.
  • [10] Driver, R. (1997). “Seismic behavior of steel plate shear walls.” PhD Thesis, University of Alberta, Edmonton, Canada.
  • [11] Behbahanifard, M. R. (2003). “Cyclic behavior of unstiffened steel plate shear walls.” PhD Thesis, University of Alberta, Edmonton, Canada.
  • [12] Alinia, M.M. and Shirazi, R.S. (2009), “On the design of stiffeners in steel plate shear walls.” Journal of Constructional Steel Research 65 (2009) 2069-2077.
  • [13] Xue, M. and Lu, L. W. (1994). “Interaction of infilled steel shear wall panels with surrounding frame members.” Proc. Struct. Stability Res. Council Annu. Tech. Session, Bethlehem, Pa., 339-354.
  • [14] Purba, R. and Bruneau, M. (2015), “Experimental investigation of steel plate shear walls with in-span plastification along horizontal boundary elements.” Engineering Structures, 97, 68–79.
  • [15] Formisano, A. and Lombardi, L. (2018). “Low yield metals and perforated steel shear walls for seismic protection of existing RC buildings.” Cogent Engineering, 5(1), 1525813.
  • [16] Alavi, E. and Nateghi, F. (2013), “Experimental study on diagonally stiffened steel plate shear walls with central perforation.” Journal of Constructional Steel Research 89, 9–20.
  • [17] Eom, T., Park, H., Lee, C., Kim, J. and Chang, I. (2009), “Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading.” Journal of Structural Engineering, 1239-1249.
  • [18] Aoyama, H. and Yamamoto, Y. (1984), “Aseismic strengthening of existing RC buildings by steel panel shear walls with rims.” Transactions of the Japan Concrete Institue, 6: 733-740.
  • [19] Astaneh-Asl, A. and Zhao, Q. (2002). “Cyclic behavior of shear wall systems.” Proceedings, Annual Stability Conference, Structural Stability Research Council, April, Seattle.
  • [20] Berman, J., Celik, O. C. and Bruneau, M. (2005). “Comparing hysteretic behavior of light-gauge steel plate shear walls and braced frames.” Engineering Structures, 27, 475-485.
  • [21] Dey, S., Bhowmick, A.K. (2016), “Seismic performance of composite plate shear walls.” Structures 6, 59–72.
  • [22] Vatansever, C. (2008). “Cyclic behaviour of thin steel plate shear walls with semi-rigid beam-to-column connections.” PhD Thesis, Istanbul Technical University, Institue of Science, Istanbul, Turkiye.
  • [23] Choi, I. and Park, H. (2009), “Steel plate shear walls with various ınfill plate designs.” Journal of Structural Engineering, 0733-9445(2009)135:7(785).
  • [24] Vatansever, C. and Yardimci, N. (2011), “Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections.” Steel and Composite Structures, Vol. 11, No. 3, 251-271.
  • [25] Berman, J. and Bruneau, M. (2005). “Experimental investigation of light-gauge steel plate shear walls.” Journal of Structural Engineering, 131 (2), 259-267.
  • [26] Vatansever C. and Berman J.W., (2015), “Analytical investigation of thin steel plate shear walls with screwed infill plate.” Steel and Composite Structures, 19 (5), 1145-1165.
  • [27] Hibbit, Karlsson, Sorenson, Inc., (HKS), “ABAQUS/Standard Theory Manual.” Student Edition 6.13. Pawtucket, R.I.
  • [28] SAP2000, “Structural Analysis Program, Computers and Structures.” Inc., Berkeley, California, USA.
  • [29] ATC-24, (1992). “Guidelines for cyclic seismic testing of components of steel structures.” Applied Technology Council, California.

Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall

Year 2020, Volume: 31 Issue: 6, 10413 - 10439, 01.11.2020
https://doi.org/10.18400/tekderg.559036

Abstract

A total of five steel frame specimens, one bare and four infilled, were designed with thin-walled steel sheets and corrugated sandwich infill panels in order to increase their load and energy dissipation capacity. For this experimental study, single-story, single-bay steel frames of nominally-pinned beam-to-column connections were prepared with a scale ratio of 1:3. A quasi-static cyclic loading pattern was applied to the control bare and infilled steel frames, and their behavior was investigated both experimentally and analytically using SAP2000 and ABAQUS finite element software. First, five identical bare steel frame specimens were prepared and one of them was tested as a control specimen, and its rigidity and cyclic behavior was determined experimentally. Then, two sandwich panel specimens were prepared by connecting sandwich panels in the second and third bare steel frames using appropriate connections. The fourth specimen had only a single steel plate infill. Finally, the fifth specimen was prepared by removing the polyurethane material from inside the sandwich panel and only steel plates were attached to both faces of the frame. This way, it was possible to compare the effect of the polyurethane material inside the sandwich panel and the corrugated steel plate on the overall system behavior. In all specimens, the infill plates were fastened to the frame connection profiles using self-drilling screws and the responses of the specimens were compared in terms of their maximum load capacity, initial stiffness, ductility and energy dissipation capacity values under cyclic loading. The experimental and analytical investigations showed that, similarly to steel plate infills, the specimens with sandwich panels also behaved in a ductile manner with relatively lower load and energy dissipation capacities. Results of the strip model and the finite element model analyses were then compared with the experimental results and they were both found to be in good agreement.

References

  • [1] Mimura, H. and Akiyama, H. (1977). “Load-deflection relationship of earthquake resistant steel shear walls with a developed diagonal tension field.” Trans., Arch. Inst. Of Japan, Tokyo, Japan, 109-114.
  • [2] Agelidis, N. and Mansell, D. S. (1982). “Seismic steel plate cores in tall buildings.” Civil Engineering Transactions of the Institution of Engineers, Australia, CE24 (1), 11-18.
  • [3] Rezai, M. (1999). “Seismic behavior of steel plate shear walls by shake table testing.” PhD Thesis, University of British Columbia, Vancouver, Canada.
  • [4] Yamada, M. (1992). “Steel panel encased R.C. composite shear walls.” Proceeddings of the ASCE Engineering Foundation Conference on Composite Construction in Steel and Concrete II, pp. 899-912.
  • [5] Caccese, V., Elgaaly, M. and Chen, R. (1993). “Experimental study of thin steel-plate shear walls under cyclic loading.” Journal of Structural Engineering, 119, 0573-0587.
  • [6] Sabouri-Ghomi, S. and Roberts, T. M. (1991). “Nonlinear dynamic analysis of thin steel plate shear walls.” Computers & Structures, 39, 121-127.
  • [7] Takahashi, Y., Takemoto, Y., Takeda, T. and Takagi, M. (1973). “Experimental study on thin steel shear walls and particular bracings under alternative horizontal load.” IABSE Symposium, On Resistance and Ultimate Deformability of Structure Acted on by Well-Defined Repeated Loads, Lisbon, Portugal, 185-191.
  • [8] Timler, P. A. and Kulak, G. L. (1983). “Experimental study of steel plate shear walls.” Structural Engineering Report, 114, University of Alberta, Edmonton, Alta, Canada.
  • [9] Tromposch, E. W. and Kulak, G. L. (1987). “Cyclic and static behavior of thin panel steel plate shear walls.” Structural Engineering Report, 145, University of Alberta, Edmonton, Alta, Canada.
  • [10] Driver, R. (1997). “Seismic behavior of steel plate shear walls.” PhD Thesis, University of Alberta, Edmonton, Canada.
  • [11] Behbahanifard, M. R. (2003). “Cyclic behavior of unstiffened steel plate shear walls.” PhD Thesis, University of Alberta, Edmonton, Canada.
  • [12] Alinia, M.M. and Shirazi, R.S. (2009), “On the design of stiffeners in steel plate shear walls.” Journal of Constructional Steel Research 65 (2009) 2069-2077.
  • [13] Xue, M. and Lu, L. W. (1994). “Interaction of infilled steel shear wall panels with surrounding frame members.” Proc. Struct. Stability Res. Council Annu. Tech. Session, Bethlehem, Pa., 339-354.
  • [14] Purba, R. and Bruneau, M. (2015), “Experimental investigation of steel plate shear walls with in-span plastification along horizontal boundary elements.” Engineering Structures, 97, 68–79.
  • [15] Formisano, A. and Lombardi, L. (2018). “Low yield metals and perforated steel shear walls for seismic protection of existing RC buildings.” Cogent Engineering, 5(1), 1525813.
  • [16] Alavi, E. and Nateghi, F. (2013), “Experimental study on diagonally stiffened steel plate shear walls with central perforation.” Journal of Constructional Steel Research 89, 9–20.
  • [17] Eom, T., Park, H., Lee, C., Kim, J. and Chang, I. (2009), “Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading.” Journal of Structural Engineering, 1239-1249.
  • [18] Aoyama, H. and Yamamoto, Y. (1984), “Aseismic strengthening of existing RC buildings by steel panel shear walls with rims.” Transactions of the Japan Concrete Institue, 6: 733-740.
  • [19] Astaneh-Asl, A. and Zhao, Q. (2002). “Cyclic behavior of shear wall systems.” Proceedings, Annual Stability Conference, Structural Stability Research Council, April, Seattle.
  • [20] Berman, J., Celik, O. C. and Bruneau, M. (2005). “Comparing hysteretic behavior of light-gauge steel plate shear walls and braced frames.” Engineering Structures, 27, 475-485.
  • [21] Dey, S., Bhowmick, A.K. (2016), “Seismic performance of composite plate shear walls.” Structures 6, 59–72.
  • [22] Vatansever, C. (2008). “Cyclic behaviour of thin steel plate shear walls with semi-rigid beam-to-column connections.” PhD Thesis, Istanbul Technical University, Institue of Science, Istanbul, Turkiye.
  • [23] Choi, I. and Park, H. (2009), “Steel plate shear walls with various ınfill plate designs.” Journal of Structural Engineering, 0733-9445(2009)135:7(785).
  • [24] Vatansever, C. and Yardimci, N. (2011), “Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections.” Steel and Composite Structures, Vol. 11, No. 3, 251-271.
  • [25] Berman, J. and Bruneau, M. (2005). “Experimental investigation of light-gauge steel plate shear walls.” Journal of Structural Engineering, 131 (2), 259-267.
  • [26] Vatansever C. and Berman J.W., (2015), “Analytical investigation of thin steel plate shear walls with screwed infill plate.” Steel and Composite Structures, 19 (5), 1145-1165.
  • [27] Hibbit, Karlsson, Sorenson, Inc., (HKS), “ABAQUS/Standard Theory Manual.” Student Edition 6.13. Pawtucket, R.I.
  • [28] SAP2000, “Structural Analysis Program, Computers and Structures.” Inc., Berkeley, California, USA.
  • [29] ATC-24, (1992). “Guidelines for cyclic seismic testing of components of steel structures.” Applied Technology Council, California.
There are 29 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Said Dusak 0000-0002-6903-1695

Cem Yalçın 0000-0003-3142-8125

Ahmet Necati Yelgin 0000-0002-1879-1459

Publication Date November 1, 2020
Submission Date April 29, 2019
Published in Issue Year 2020 Volume: 31 Issue: 6

Cite

APA Dusak, S., Yalçın, C., & Yelgin, A. N. (2020). Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall. Teknik Dergi, 31(6), 10413-10439. https://doi.org/10.18400/tekderg.559036
AMA Dusak S, Yalçın C, Yelgin AN. Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall. Teknik Dergi. November 2020;31(6):10413-10439. doi:10.18400/tekderg.559036
Chicago Dusak, Said, Cem Yalçın, and Ahmet Necati Yelgin. “Experimental Investigation of Using Sandwich Panels As Infill Plate in a Steel Plate Shear Wall”. Teknik Dergi 31, no. 6 (November 2020): 10413-39. https://doi.org/10.18400/tekderg.559036.
EndNote Dusak S, Yalçın C, Yelgin AN (November 1, 2020) Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall. Teknik Dergi 31 6 10413–10439.
IEEE S. Dusak, C. Yalçın, and A. N. Yelgin, “Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall”, Teknik Dergi, vol. 31, no. 6, pp. 10413–10439, 2020, doi: 10.18400/tekderg.559036.
ISNAD Dusak, Said et al. “Experimental Investigation of Using Sandwich Panels As Infill Plate in a Steel Plate Shear Wall”. Teknik Dergi 31/6 (November 2020), 10413-10439. https://doi.org/10.18400/tekderg.559036.
JAMA Dusak S, Yalçın C, Yelgin AN. Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall. Teknik Dergi. 2020;31:10413–10439.
MLA Dusak, Said et al. “Experimental Investigation of Using Sandwich Panels As Infill Plate in a Steel Plate Shear Wall”. Teknik Dergi, vol. 31, no. 6, 2020, pp. 10413-39, doi:10.18400/tekderg.559036.
Vancouver Dusak S, Yalçın C, Yelgin AN. Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall. Teknik Dergi. 2020;31(6):10413-39.