Response of Self-Centering Mass Plywood Panel Shear Walls
Keywords:
Kinematically Expanding Hysteretic Damper (KE-HD), Mass Plywood Panels, Rocking walls, Self-centering System, Slip-friction Connections (SFCs).Abstract
The rocking behavior of self-centering mass plywood panel (MPP) walls was investigated with and without the use of supplementary energy dissipation systems. Two energy dissipation systems were tested. The first system used a kinematically expanding hysteretic damper (KE-HD), whereas the second system used slip friction connections (SFCs). The reviewed energy dissipating systems were used in a self-centering system comprising one unbonded posttensioned (PT) hold-down rod on each side of the MPP walls. The cyclic performance of the PT and the hybrid MPP specimens was investigated through a series of full-scale quasi-static cyclic tests. The test results demonstrated the viability of the investigated energy dissipaters in self-centering MPP rocking systems. Results further indicate that hybrid specimens with SFC dissipate more energy and provide higher strength than those with KE-HDs, however, with higher residual drift.
References
Akbas T, Sause R, Ricles JM, Ganey R, Berman J, Loftus S, Dolan JD, Pei S, van de Lindt JW, Blomgren HE (2017) Analytical and experimental lateral-load response of self-centering posttensioned CLT walls. J Struct Eng 143(6):04017019.
ASCE/SEI 41-43 (2014) Seismic rehabilitation of existing buildings. ASCE/SEI 41-13, Reston, VA.
ASTM A307 (2017) Standard specification for carbon steel bolts, studs, and threaded rod 60 000 PSI tensile strength. ASTM, West Conshohocken, PA.
ASTM A193 (2013) Standard specification for alloy-steel and stainless steel bolting for high temperature or high pressure service and other special purpose applications. ASTM, West Conshohocken, PA.
Baird A, Smith T, Palermo A, Pampanin S (2014) Experimental and numerical study of U-shape flexural plate (UFP) dissipators. NZSEE Conference, 21-23 March 2014, Auckland, NZ.
Buchanan A, Deam B, Fragiacomo M, Pampanin S, Palermo A (2008) Multi-storey prestressed timber buildings in New Zealand. Struct Eng Int 18(2):166-173.
Chancellor N, Eatherton M, Roke D, Akbas¸ T (2014) Selfcentering seismic lateral force resisting systems: High performance structures for the city of tomorrow. Buildings 4(3):520-548.
Filiatrault A, Restrepo J, Christopoulos C (2004) Development of self-centering earthquake resisting systems. 13th World Conference on Earthquake Engineering, 1-6 August 2004, Vancouver, Canada.
Fitzgerald D (2019) Cross laminated timber shear wall with toe-screwed and slip friction connections. PhD dissertation, Oregon State University, Corvallis, OR.
Ganey R, Berman J, Yao L, Daniel Dolan J, Akbas T, Loftus S, Sause R, Ricles J, Pei S, Van De Lindt J, Blomgren H-E (2016) Experimental investigation of self-centering cross laminated timber walls. J Struct Eng 143(10):04017135.
Hashemi A, Zarnani P, Masoudnia R, Quenneville P (2018) Experimental testing of rocking cross laminated timber (CLT) walls with resilient slip friction (RSF) joints. J Struct Eng 144(1):04017180.
Higgins C (2001) Hysteretic dampers for wood frame shear walls. Proc. 2001 Structures Congress, 21-23 May 2001, Washington, D.C.
Iqbal A, Pampanin S, Palermo A, Buchanan AH (2015) Performance and design of LVL walls coupled with UFP dissipaters. J Earthquake Eng 19(3):383-409.
Kam WY, Pampanin S, Palermo A, Carr AJ (2010) Self centering structural systems with combination of hysteretic and viscous energy dissipations. Earthq Eng Struct Dyn 39(10):1083-1108.
Kelly JM, Skinner RI, Heine AJ (1972) Mechanisms of energy absorption in special devices for use in earthquake resistant structures. Bull N Z Soc Earthq Eng 5(3):63-73.
Kramer A, Barbosa AR, Sinha A (2016) Performance of steel energy dissipators connected to cross-laminated timber wall panels subjected to tension and cyclic loading. J Struct Eng 142(4):E4015013.
Krawinkler H, Parisi F, Ibarra L, Ayoub A, Medina R (2001) Development of a testing protocol for woodframe structures. CUREE Publication No. W-02. Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
Loo WY, Kun C, Quenneville P, Chouw N (2014) Experimental testing of a rocking timber shear wall with slip friction connectors. Earthq Eng Struct Dynm 43:1621-1639.
Loo WY, Quenneville P, Chouw N (2015) Rocking timber structure with slip-friction connectors conceptualized as a plastically deformable hinge within a multistory shear wall. J Struct Eng 142(4):E4015010.
Otero-Chans D, Estevez-Cimadevila J, Martın-Gutierrez E, Perez-Valcarcel J (2016) Application of a new system of self-tensioning to the design of large-span wood floor framings. J Struct Eng 142(6):04016012.
Palermo A, Pampanin S, Buchanan A (2006) Experimental investigations on LVL seismic resistant wall and frame subassemblies. First European Conference on Earthquake Engineering and Seismology, 3-8 September 2006, Geneva, Switzerland.
Polastri A, Izzi M, Pozza L, Loss C, Smith I (2019) Seismic analysis of multi-story timber buildings braced with a CLT core and perimeter shear-walls. Bull Earthquake Eng 17(2):1009-1028.
Priestley MJN (1991) Overview of PRESSS research program. PCI J 36(4):50-57.
Sarti F, Palermo A, Pampanin S (2008) Simplified design procedures for post-tensioned seismic resistant timber walls. 15th World Conference of Earthquake Engineering, Lisbon, Portugal.
Sarti F, Palermo A, Pampanin S (2015) Quasi-static cyclic testing of two-thirds scale unbonded posttensioned rocking dissipative timber walls. J Struct Eng 142(4):E4015005.
Sarti F, Palermo A, Pampanin S (2016) Development and testing of an alternative dissipative posttensioned rocking timber wall with boundary columns. J Struct Eng 142(4): E4015011.
Smith TJ, Ludwig F, Pampanin S, Fragiacomo M, Buchanan A, Deam B, Palermo A (2007) Seismic response of hybrid-LVL coupled walls under quasi-static and pseudo-dynamic testing. New Zealand Society for Earthquake Engineering Conference, 30 March-1 April 2007, Palmerston North, New Zealand.
Smith T, Ponzo FC, Di Cesare A, Pampanin S, Carradine D, Buchanan AH, Nigro D (2014) Post-tensioned glulam beam-column joints with advanced damping systems: Testing and numerical analysis. J Earthquake Eng 18(1): 147-167.
Wang J, Zhao H (2018) High performance damage-resistant seismic resistant structural systems for sustainable and resilient city: A review. Shock Vib 18:1-32.
Xia Z, van de Kuilen JWG (2014) Lateral behavior of posttensioned cross laminated timber walls using finite element analysis. World Conference on Timber Engineering, 10-14 August 2014, Quebec City, Canada.
Zimmerman RB, Mcdonnell E (2017) Framework - A tall recentering mass timber building in the United States. 2017 NZSEE Conference, 27-29 April 2017, Wellington, NZ.
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