Farahbakhshtooli, Armin (2020) Collapse Assessment of Steel Plate Shear Walls. PhD thesis, Concordia University.
Preview |
Text (application/pdf)
13MBFarahbakhshtooli_PhD_F2020.pdf - Accepted Version Available under License Spectrum Terms of Access. |
Abstract
Steel Plate Shear Walls (SPSWs) are commonly used in low- to high-rise buildings as the lateral load resisting system. Most commonly used SPSWs in multi-storey buildings are unstiffened, stiffened, and composite SPSWs. Unlike unstiffened SPSWs, very little research has been conducted to assess the seismic performance of stiffened and composite SPSWs. The stiffened and composite SPSWs have been proved to provide higher level of ductility due to the fact that they can prevent the buckling of thin infill plate, while increasing the initial stiffness and energy absorbance capacity of the whole system. The objective of current study is to assess the seismic performance and collapse capacity of stiffened and composite SPSWs. In the current research work, two types of composite SPSWs (traditional and innovative) are considered. In innovative composite SPSW, there is a small gap between reinforced concrete (RC) panel and surrounding boundary members, while in traditional one, RC panel is in direct contact with surrounding boundary members. In the first step, a reliable macro-modelling approach was developed for each type of SPSWs considered in this study. The validity of the proposed macro models was then investigated against available experimental data. Several multi-storey stiffened and composite SPSWs were designed according to CSA S16-14 and NBC 2015. To estimate the seismic response parameters (i.e., ductility-related force modification factor and overstrength-related force modification factor) for designing stiffened and composite SPSWs, nonlinear static pushover analysis and incremental dynamic analysis (IDA) have been performed on all archetypes using OpenSees following the procedure presented in FEMA P695. Quantification of seismic parameters of stiffened and composite SPSWs, including period-based ductility, overstrength, and collapse margin ratio has been conducted to better understand the seismic response and collapse capacity of the SPSW system. The results showed that all archetypes provide significant safety margin against collapse (large collapse margin ratio values) and satisfy the requirements of FEMA P695. Seismic response sensitivity of traditional composite SPSWs to the variation of post-yielding parameters (i.e., ductility capacity and post-cap stiffness ratio) in infill plate and variation of post-cracking parameters (i.e., shear strain correspond to maximum shear stress, yielding shear strain, and residual stress) in shear behavior adopted for RC panel are further investigated. The study showed that the capacity of composite SPSW is more sensitive to the variation of post-yielding parameters of the infill plate, while the variation of post-cracking parameters of the concrete panel has a minor effect on overall performance of the composite SPSW system.
Steel plate shear wall with regularly spaced circular perforations has recently been developed. While the current edition of AISC 341-16 and CSA S16-14 have adopted perforated SPSW in their design standards, no simple numerical model is currently available for this SPSW system. In this study, a reliable macro-modelling approach was developed for regularly spaced circular perforation and was validated against available experimental results. Nonlinear seismic response of perforated SPSWs was studied through conducting a series of time history and incremental dynamic analysis to better understand the overall performance of the system when subjected to strong ground motions.
| Divisions: | Concordia University > Gina Cody School of Engineering and Computer Science > Building, Civil and Environmental Engineering |
|---|---|
| Item Type: | Thesis (PhD) |
| Authors: | Farahbakhshtooli, Armin |
| Institution: | Concordia University |
| Degree Name: | Ph. D. |
| Program: | Civil Engineering |
| Date: | 15 July 2020 |
| Thesis Supervisor(s): | Bhowmick, Anjan |
| Keywords: | Steel Plate Shear Walls Unstiffened Stiffened Composite Nonlinear Static Analysis Incremental Dynamic Analysis Sensitivity Assessment |
| ID Code: | 987363 |
| Deposited By: | Armin Farahbakhshtooli |
| Deposited On: | 25 Nov 2020 16:10 |
| Last Modified: | 25 Nov 2020 16:10 |
References:
ABAQUS theory manual. (2003). Version 6.9. Hibbitt, Karlsson and Sorensen, Inc. Pawtucket, R.I.AISC. (2016). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-16, Chicago.
Allen, H.G., and Bulson, P.S. (1980). Background to buckling. U.K.: McGraw Hill Book Company.
Ali, M. M., Osman, S. A., Husam, O. A., and Al-Zand, A.W. (2018). “Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings”, Steel Compos. Struct., Int. J., 26(3), 361-373.
Alinia, M.M., and Sarraf-Shirazi, R. (2009). “On the design of stiffeners in steel plate shear walls.” J Constr Steel Res; 65 (10-11): 2069-2077.
ANSYS Inc. (2010): Theory Reference for the Mechanical APDL and Mechanical Applications.
Canonsburg, PA.
ASCE. 41-17. (2017). Seismic rehabilitation of existing buildings. ASCE/SEI 41-17. Reston, VA.
ASCE. (2016). Minimum design loads for buildings and other structures. ASCE/SEI 7-16. Reston, VA: ASCE.
Astaneh-Asl, A. (2001). “Seismic behavior and design of steel shear walls.” Rep. Prepared for Structural Steel Education Council, Univ. of California at Berkeley, Berkeley, Calif.
Atkinson, G. (2009). “Earthquake time histories compatible with the 2005 National Building Code of Canada uniform hazard spectrum.” Can. J. Civ. Eng. 36 (6): 991–1000. https://doi.org/10.1139/L09-044.
Barkhordari, M.A., Hosseinzadeh, S.A.A., and Seddighi, M. (2014), “Behavior of steel plate shear walls with stiffened full-height rectangular openings”, Asian J. Civil Eng., 15(5), 741-759.
Barua, K., Bhowmick, A.K. (2019). “Nonlinear seismic performance of code designed perforated steel plate shear walls.” Steel and Composite Structures; 31(1): 85–98.
Basler, K. (1961). Strength of Plate Girders under Combined Bending and Shear. Engineering Laboratory Rep. No. 186, Dept. of Civil Engineering, Univ. of Lehigh, Pennsylvania.
Berman, J., and Bruneau, M. (2003). Plastic Analysis and Design of Steel Plate Shear Walls. Journal of Structural Engineering, ASCE, 129(11), 1448–1456
Berman J.W, and Bruneau M. (2005). “Experimental investigation of light-gauge steel plate shear walls.” Journal of Structural Engineering, 131(2): 259-267.
Berman, J. W., and Bruneau, M. (2008). “Capacity design of vertical boundary elements in steel plate shear walls.” Eng. J. 45(1), 57–71.
Bhowmick, A. K., Driver, R. G., and Grondin, G. Y. (2008). “Seismic analysis of steel plate shear walls considering strain rate and P-delta effects.” J. Construct. Steel Res., 65(12), 1149-1159.
Bhowmick, A. K, Grondin, G. Y., and Driver, R. G. (2014). “Nonlinear seismic analysis of perforated steel plate shear walls.” J Constr Steel Res; 94: 103–113.
Caccese, V., Elgaaly, M., and Chen, R. (1993). Experimental Study of Thin Steel Plate Shear Walls under Cyclic Load. Journal of Structural Engineering, 119(2), 573–587.
Choi, I. R., and Park, H. G. (2008). Steel Plate Shear Walls with Various Infill Plate Designs. Journal of Structural Engineering, ASCE, 135(7), 785-796.
Choi, I.R., and Park, H.G. (2010). “Hysteresis Model of Thin Infill Plate for Cyclic Nonlinear Analysis of Steel Plate Shear Walls.” J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000244, 1423–1434.
CSA (Canadian Standards Association). (2014). Limit states design of steel structures. CAN/CSA-S16-14. Toronto, Ontario, Canada.
Dastfan, M., and Driver, R. G. (2008). “Flexural stiffness limits for frame members of steel plate shear wall systems.” Proc., Annual Stability Conf., Nashville, Structural Stability Research Council, Rolla, MO.
Dey, S., and Bhowmick, A. (2016). Seismic Performance of Composite Plate Shear Walls. Journal of Structures, Elsevier, 6, 59-72.
Driver, R.G., Kulak, G.L., Kennedy, D.J.L., Elwi, A.E. (1997). “Seismic Behavior of Steel Plate Shear Walls,” Structural Engineering Rep. No. 215, Dept. of Civil Engineering, Univ. of Alberta, Edmonton.
Elgaaly, M. (1998). “Thin steel plate shear walls behavior and analysis.” Thin-Walled Struct., 32, 151–180.
Farahbakhshtooli, A., Bhowmick, A.K. (2018). “Seismic collapse analysis of stiffened steel plate shear walls.” 6th Annual Canadian Society of Civil Engineers Conference, 13-16 June, Fredericton, New Brunswick, Canada.
Farahbakhshtooli, A., Bhowmick, A.K. (2018). “Development of deterioration model for analysis of unstiffened steel shear walls.” 6th Annual Canadian Society of Civil Engineers Conference, 13-16 June, Fredericton, New Brunswick, Canada.
Farahbakhshtooli, A., Bhowmick, A.K. (2019). “Collapse assessment of stiffened steel plate shear walls using FEMA P695 Methodology.” 12th Canadian Conference on Earthquake Engineering, 17-20 June, Quebec City, Quebec, Canada.
Farahbakhshtooli A, Bhowmick A.K. (2019). “Seismic collapse assessment of stiffened steel plate shear walls using FEMA P695 methodology.” Engineering Structures, 200, 1-19.
FEMA. (2000). Pre-standard and Commentary for Seismic Rehabilitation of Buildings. FEMA Rep. No. 356, ASCE for FEMA, Washington, United States.
FEMA. (2009). Quantification of building seismic performance factors. FEMA P695. Washington, DC: FEMA.
Galambos, T.V. (1998). “Guide to Stability Design Criteria for Metal Structures,” (5th Edition), John Wiley & Sons, New York, NY, USA.
Gholipour, M., and Alinia, M. M. (2016). “Behavior of Multi-Storey Code-Designed Steel Plate Shear Wall Structures Regarding Bay Width.” Journal of Constructional Steel Research, Elsevier, 122, 40–56.
Gogus, A., and Wallace, J. W. (2015). “Seismic safety evaluation of reinforced concrete walls through FEMA P695 methodology.” J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0001221, 04015002.
Hosseinzadeh, S.A.A, Tehranizadeh, M. (2012). “Introduction of stiffened large rectangular openings in steel plate shear walls.” J Constr Steel Res; 77: 180–192.
Ibarra, L. F., and Krawinkler, H. (2005). “Global collapse of frame structures under seismic excitations.” John A. Blume Earthquake Engineering Center, Technical Rep. No. 152, Dept. of Civil Engineering, Stanford Univ., Stanford, CA.
Kharrazi, M. H. K., Ventura, C. E., Prion, H. G. L. (2011). “Analysis and design of steel plate walls: experimental evaluation.” Canadian Journal of Civil Engineering; 38(1): 60–70.
Lignos, D.G., Krawinkler, H. (2011). “Prediction and validation of sideway collapse of two scale models of a 4-storey steel moment frame.” Earthquake Engineering and Structural Dynamics; 40(7): 807–825.
Lubell, A. S., Prion, H. G. L., Ventura, C. E., and Rezai, M. (2000). “Unstiffened steel plate shear wall performance under cyclic loading.” J. Struct. Eng., 126(4), 453–460.
Luco, N., and Cornell, C. A. (1998). “Effects of random connection fractures on demands and reliability for a 3-storey pre-Northridge SMRF structure.” Proc., 6th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Seattle.
McKenna, F., Fenves, G., and Scott., M. (2013). Computer program OpenSees: Open system for earthquake engineering simulation. Berkeley, CA: Pacific Earthquake Engineering Center, Univ. of California.
NBC (National Building Code of Canada). (2015). National building code of Canada, National research council of Canada. Ottawa: NBC.
Park, H. G., Kwack, J. H., Jeon, S. W., and Choi, I. R. (2007). “Framed Steel Plate Wall Behavior under Cyclic Lateral Loading.” J. Struct. Eng., 133(3), 378-388.
Purba, RH. (2006). “Design recommendations for perforated steel plate shear walls.” M.Sc. Thesis, Buffalo, New York, USA: State University of New York at Buffalo.
Purba, R., and Bruneau, M. (2009). “Finite-element investigation and design recommendations for perforated steel plate shear walls.” Journal of Structural Engineering; 135(11): 1367–1376.
Purba, R., and Bruneau, M. (2014a). “Seismic performance of steel plate shear walls considering two different design philosophies of infill plates. I: Deterioration model development.” J. Struct. Eng., 10.1061/(ASCE) ST.1943-541X.0001098, 04014160.
Purba, R., and Bruneau, M. (2014b). “Seismic performance of steel plate shear walls considering two different design philosophies of infill plates. II: Assessment of collapse potential.” J. Struct. Eng., 10.1061/(ASCE)ST .1943-541X.0001097, 04014161.
Qu, B., and Bruneau, M. (2008). Seismic Behavior and Design of Boundary Frame Members of Steel Plate Shear Walls. Technical Rep. MCEER-08-0012, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, United States.
Qu, B., and Bruneau, M. (2009). Design of Steel Plate Shear Walls Considering Boundary Frame Moment Resisting Action. Journal of Structural Engineering, ASCE, 135(12), 1511–1521.
Rahai, A., and Hatami, F. (2009). “Evaluation of composite shear wall behavior under cyclic loadings.” J. Constr. Steel Res., 65(7), 1528–1537.
Rahmzadeh, A., Ghassemieh, M., and Park, Y., Abolmaali A. (2016). “Effect of stiffeners on steel plate shear wall systems.” Steel and Composite Structures; 20(3): 545–569.
Roberts, T., and Sabouri-Ghomi, S. (1991). “Hysteretic characteristics of unstiffened plate shear panels.” Thin Walled Struct., 12(2), 145–162.
Roberts, T., and Sabouri-Ghomi, S. (1992). “Nonlinear dynamic analysis of steel plate shear walls including shear and bending deformations.” Engineering Structures, 14(5), 309–317.
Sabelli, R., and Bruneau, M. (2015). “Steel design guide 20: steel plate shear walls.” American Institute of Steel Construction, Chicago, IL.
Sabouri-Ghomi, S., Kharrazi, M. H. K., Mamazizi, S. E. D., Sajjadi, R.A. (2008). “Buckling behavior improvement of steel plate shear wall systems.” Struct Des Tall Special Build; 17(4): 823–837.
Sabouri-Ghomi, S., Mamazizi, S. (2015). “Experimental investigation on stiffened steel plate shear walls with two rectangular openings.” Thin-Walled Structures; 86: 56–66.
Sabouri-Ghomi S, Mamazizi S, Alavi M. (2016). “An investigation into linear and nonlinear behavior of stiffened steel plate shear panels with two openings.” Advances in Structural Engineering, 18(5): 687–700.
Sabouri-Ghomi, S. and Sajjadi, S.R.A. (2012). “Experimental and theoretical studies of steel shear walls with and without stiffeners.” J. Constr. Steel Res., 75, 152–159.
SeismoSoft. (2014). SeismoStruct – User Manual For version 7.0. www.seismosoft.com, Pavia,
Italy.
Shekastehband, B., Azaraxsh, A.A., and Showkati, H. (2017), “Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates”, Steel Compos. Struct., Int. J., 25(4), 505-521.
Soltani, N., Abedi, K., Poursha, M., and Golabi, H. (2017). “An investigation of seismic parameters of low yield strength steel plate shear walls”, Eartq. Struct., Int. J., 12(6), 713-723.
Song, J. K., and Pincheira, J. A. (2000). Seismic Analysis of Older Reinforced Concrete Columns. Journal of Earthquake Spectra, ASCE, 15(2), 817-851.
Takahashi, Y., Takeda, T., Takemoto, Y., and Takagai, M. (1973). “Experimental study on thin steel shear walls and particular steel bracing under alternating horizontal loading.” IABSE, Symposium on resistance and ultimate deformability of structures acted on by well-defined repeated loads, Lisbon, Portugal, 185-19.
Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983). “Analysis of steel plate shear walls.” Structural Engineering Rep. No. 107, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, AB, Canada.
Timler, P. A., and Kulak, G. L. (1983). Experimental Study of Steel Plate Shear Walls. Structural Engineering Rep. No. 114, Dept. of Civil Engineering, Univ. of Alberta, Edmonton.
Timoshenko, SP., and Gere, J.M. (1961) “Theory of elastic stability.” New York: McGraw-Hill.
Vamvatsikos, D., and Cornell, C. A. (2002). The Incremental Dynamic Analysis and Its Application to Performance-Based Earthquake Engineering. 12th European Conference on Earthquake Engineering, London, United Kingdom, 1: 479-488.
Vamvatsikos, D., and Cornell, C. A. (2002). “Incremental dynamic analysis.” Earthquake Eng. Struct. Dyn., 31(3), 491–514.
Vian, D., and Bruneau, M. (2004). “Testing of Special LYS Steel Plate Shear Walls. In Proc., 13th World Conf. on Earthquake Engineering. Vancouver, BC, Canada, 978-987.
Zhao, Q., and Astaneh-Asl, A. (2002). ‘‘Cyclic behavior of traditional and an innovative composite shear wall,’’ Rep. No. UCB-Steel-01/2002, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
Zhao, Q., and Astaneh-Asl, A. (2004). “Cyclic behavior of traditional and innovative composite shear walls.” J. Struct. Eng., 130(2), 271–284.
Zhao, Q., and Astaneh-Asl, A. (2007). “Seismic behavior of composite shear wall systems and application of smart structures technology.” Journal of Steel Structures, 7, 69–75.
Repository Staff Only: item control page
Download Statistics
Download Statistics