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Wenzhi Zheng, Hao Wang, Jian Li, Huijun Shen (2019)
Parametric Study of SMA-based Friction Pendulum System for Response Control of Bridges under Near-Fault Ground MotionsJournal of Earthquake Engineering, 25
M. Dolce, D. Cardone, F. Ponzo, C. Valente (2005)
Shaking table tests on reinforced concrete frames without and with passive control systemsEarthquake Engineering & Structural Dynamics, 34
M. Shinozuka, S. Chaudhuri, S. Mishra (2015)
Shape-Memory-Alloy supplemented Lead Rubber Bearing (SMA-LRB) for seismic isolationProbabilistic Engineering Mechanics, 41
R. Carreño, K. Lotfizadeh, J. Conte, J. Restrepo (2020)
Material Model Parameters for the Giuffrè-Menegotto-Pinto Uniaxial Steel Stress-Strain ModelJournal of Structural Engineering-asce, 146
Yue Zheng, You Dong, Bo-Jen Chen, G. Anwar (2019)
Seismic damage mitigation of bridges with self-adaptive SMA-cable-based bearingsSmart Structures and Systems, 24
Jianzhong Li, T. Peng, Yan Xu (2008)
Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendationsEarthquake Engineering and Engineering Vibration, 7
Songye Zhu, Yunfeng Zhang (2008)
Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping BracesJournal of Structural Engineering-asce, 134
D. Pasala, A. Sarlis, Satish Nagarajaiah, A. Reinhorn, M. Constantinou, Douglas Taylor (2013)
Adaptive Negative Stiffness: New Structural Modification Approach for Seismic ProtectionJournal of Structural Engineering-asce, 139
Cheng Fang, Yue Zheng, Junbai Chen, M. Yam, Wei Wang (2019)
Superelastic NiTi SMA cables: Thermal-mechanical behavior, hysteretic modelling and seismic applicationEngineering Structures
D. Kent, R. Park (1971)
Flexural Members with Confined ConcreteJournal of the Structural Division, 97
E. Choi, T. Nam, J. Oh, Baik-Soon Cho (2006)
An isolation bearing for highway bridges using shape memory alloysMaterials Science and Engineering A-structural Materials Properties Microstructure and Processing, 438
(2018)
2018b) An innovative re-centering SMA-lead damper and its application to steel frame structures
Yue Zheng, You Dong, Yaohan Li (2018)
Resilience and life-cycle performance of smart bridges with shape memory alloy (SMA)-cable-based bearingsConstruction and Building Materials, 158
Sasa Cao, O. Ozbulut, Suiwen Wu, Zhuo Sun, J. Deng (2020)
Multi-level SMA/lead rubber bearing isolation system for seismic protection of bridgesSmart Materials and Structures, 29
M. Dolce, D. Cardone, R. Marnetto (2000)
Implementation and testing of passive control devices based on shape memory alloysEarthquake Engineering & Structural Dynamics, 29
Hongnan Li, Ming-ming Liu, Xing Fu (2018)
An innovative re-centering SMA-lead damper and its application to steel frame structuresSmart Materials and Structures, 27
Hongnan Li, T. Sun, Zhilu Lai, Satish Nagarajaiah (2018)
Effectiveness of Negative Stiffness System in the Benchmark Structural-Control Problem for Seismically Excited Highway BridgesJournal of Bridge Engineering, 23
F. Dezfuli, M. Alam (2013)
Shape memory alloy wire-based smart natural rubber bearingSmart Materials and Structures, 22
M. Khan, D. Lagoudas, John Mayes, B. Henderson (2004)
Pseudoelastic SMA Spring Elements for Passive Vibration Isolation: Part I – ModelingJournal of Intelligent Material Systems and Structures, 15
E. Graesser, F. Cozzarelli (1991)
Shape‐Memory Alloys as New Materials for Aseismic IsolationJournal of Engineering Mechanics-asce, 117
F. Dezfuli, M. Alam (2015)
Hysteresis model of shape memory alloy wire-based laminated rubber bearing under compression and unidirectional shear loadingsSmart Materials and Structures, 24
N. Attary, M. Symans, Satish Nagarajaiah, A. Reinhorn, M. Constantinou, A. Sarlis, D. Pasala, Douglas Taylor (2015)
Experimental Shake Table Testing of an Adaptive Passive Negative Stiffness Device within a Highway Bridge ModelEarthquake Spectra, 31
Y. Parulekar, G. Reddy (2009)
PASSIVE RESPONSE CONTROL SYSTEMS FOR SEISMIC RESPONSE REDUCTION: A STATE-OF-THE-ART REVIEWInternational Journal of Structural Stability and Dynamics, 09
R. Walsh (1990)
Electromechanical Design Handbook
C. Qiu, Hongyang Wang, Jiawang Liu, J. Qi, Yanming Wang (2020)
Experimental tests and finite element simulations of a new SMA-steel damperSmart Materials and Structures, 29
F. Casciati, L. Faravelli, R. Saleh (2009)
An SMA passive device proposed within the highway bridge benchmarkStructural Control and Health Monitoring, 16
N. Xiang, Jianzhong Li (2017)
Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearingsEngineering Structures, 141
J. Humbeeck, S. Kustov (2005)
Active and passive damping of noise and vibrations through shape memory alloys: applications and mechanismsSmart Materials and Structures, 14
F. Dezfuli, M. Alam (2014)
Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wiresEngineering Structures, 61
G. MacRae, K. Kawashima (1997)
POST‐EARTHQUAKE RESIDUAL DISPLACEMENTS OF BILINEAR OSCILLATORSEarthquake Engineering & Structural Dynamics, 26
R. Jangid (1997)
Response of pure-friction sliding structures to bi-directional harmonic ground motionEngineering Structures, 19
(2004)
Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts
I. Antoniadis, D. Chronopoulos, V. Spitas, D. Koulocheris (2015)
Hyper-damping properties of a stiff and stable linear oscillator with a negative stiffness elementJournal of Sound and Vibration, 346
Q. Han, Xiu-li Du, Jingbo Liu, Zhongxian Li, Liyun Li, J. Zhao (2009)
Seismic damage of highway bridges during the 2008 Wenchuan earthquakeEarthquake Engineering and Engineering Vibration, 8
S. Mishra, S. Gur, K. Roy, S. Chakraborty (2016)
Response of Bridges Isolated by Shape Memory–Alloy Rubber BearingJournal of Bridge Engineering, 21
(2021)
Parametric study of SMAbased friction pendulum system for response control of bridges under near-fault ground motions
E. Choi, T. Nam, Baik-Soon Cho (2005)
A new concept of isolation bearings for highway steel bridges using shape memory alloysCanadian Journal of Civil Engineering, 32
N. Xiang, Jianzhong Li (2016)
Seismic Performance of Highway Bridges with Different Transverse Unseating-Prevention DevicesJournal of Bridge Engineering, 21
O. Ozbulut, S. Hurlebaus, R. DesRoches (2011)
Seismic Response Control Using Shape Memory Alloys: A ReviewJournal of Intelligent Material Systems and Structures, 22
David Miller, L. Fahnestock, M. Eatherton (2012)
Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained braceEngineering Structures, 40
K. Williams, G. Chiu, R. Bernhard (2002)
ADAPTIVE-PASSIVE ABSORBERS USING SHAPE-MEMORY ALLOYSJournal of Sound and Vibration, 249
C. Chou, Jun‐Hen Chen (2011)
Seismic design and shake table tests of a steel post‐tensioned self‐centering moment frame with a slab accommodating frame expansionEarthquake Engineering & Structural Dynamics, 40
S. Motahari, M. Ghassemieh, S. Abolmaali (2007)
Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitationsJournal of Constructional Steel Research, 63
R. DesRoches, B. Smith (2004)
SHAPE MEMORY ALLOYS IN SEISMIC RESISTANT DESIGN AND RETROFIT: A CRITICAL REVIEW OF THEIR POTENTIAL AND LIMITATIONSJournal of Earthquake Engineering, 8
F. Dezfuli, Shahria Alam (2018)
Smart Lead Rubber Bearings Equipped with Ferrous Shape Memory Alloy Wires for Seismically Isolating Highway BridgesJournal of Earthquake Engineering, 22
D. Cardone, M. Dolce, F. Ponzo (2006)
THE BEHAVIOUR OF SMA ISOLATION SYSTEMS BASED ON A FULL-SCALE RELEASE TESTJournal of Earthquake Engineering, 10
This study introduces a shape memory alloy (SMA)-spring damper which is composed of SMA bars and elastic springs arranged in perpendicular. The damper depicts a curved flag-shape hysteretic behavior that is endowed with self-centering capacities and large deformation capabilities but uses reduced amount of SMA material. A design procedure is proposed to apply the SMA-spring damper to the bridge with laminated rubber bearings which would slide under seismic excitations. Analytical results validate the effectiveness of SMA-spring dampers in seismic control of the bridge: (1) The damper provides trivial stiffness to the bridge at small displacement, and the isolation efficiency of the bridge is maintained; (2) large horizontal force is provided for the structures at large deformation of the bearings, which alleviates the excessive displacement of bearings and prevents span collapse; and (3) the damper helps recenter the bearings and reduce the residual displacement of the bridge.
Advances in Structural Engineering – SAGE
Published: Nov 1, 2021
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