| Chen et al. (2002)51
|
Composite beam |
Dynamic stability
analysis |
Active control with linear quadratic regulator |
| Narayanan et al. (2003)53
|
Piezoelectric laminated structure |
Finite
element method |
Sensor and actuator for active control |
| Schoeftner et al. (2019)55
|
One dimension rod |
Single frequency harmonic
test |
Feed-forward technique of active control |
| Selim et al. (2019)56
|
GPLs reinforced composite layer |
Dynamic
analysis with modified Halpin–Tsai |
Active vibration
control for FG-V nano plates |
| Al-Furjan et
al. (2021)57
|
GPLRC cylindrical
micro shell |
Semi numeric and finite element modeling |
Vibration control with PD controller |
| Karegar et al. (2021)58
|
Reinforced concrete frame |
Optimization analysis with
Newmark method |
Active control with GWO |
| Luo et al. (2022)59
|
Laminated plate |
Nonlinear dynamic analysis |
Active nonlinear buckling control with SMA and PZT |
| Chen et al. (2000)61
|
Building |
Dynamic analysis |
Piezoelectric
friction damper (PFD) |
| Li et al. (2006)62
|
Beam and diagonal member |
Dynamic analysis |
System of isolator with Bang–Bang
controller and PFD |
| Etadali et al. (2013)64
|
Structure |
Time domain
analysis |
PD/PID and LQG controller for PFD |
| Wang et al. (2017)67
|
Stewart cubic |
Newton-Euler method |
6-axis orthogonal vibration isolation system |
| Zhao et al. (2019)68
|
Base
ısolatıon system |
Experimental work with
real-time target machine |
Active base isolation with
H∞ controller |
| Wang et al. (2021)69
|
Piezoceramic friction damper (PCFD) |
Hysteretic performance test |
Takagi-Sugeno fuzzy
neural network semiactive control system |
| Choo et al. (2022)70
|
Bridge
structures |
Dynamic analysis |
Piezoelectric
with TMD |
| Karayannis et al. (2015)71
|
Reinforced concrete beams |
As analytical solution |
Detection of flexural
damage with piezoelectric sensor |
| Song et
al. (2007)74
|
Reinforced concrete
beams |
High frequency excitation |
Damage
detection with EMI technique by using PZT sensor |
| Gu et al. (2005)72
|
High scaled structure |
Harmonic excitation |
PVDF sensor for wıreless system |
| Soh
et al. (2000)77
|
Reinforced
concrete bridges |
Lamb waves |
Smart piezoceramic
patches in health monitoring |
| Alem et al.
(2016)79
|
Plate-like structures |
Lamb waves |
Reference-free damage identification |
| Song et al. (2012)83
|
Concrete structures |
Testing of mechanical in the concrete |
Concrete
piezoelectric smart material (CPSM) |
| Liao
et al. (2011)88
|
Concrete
columns |
Seismic excitations |
Crack damage
detections with PZT sensor and actuators |
| Yu et al. (2013)90
|
Steel
bridges |
Ultrasonic nondestructive method (NDE) |
Two piezoelectric sensor long-term evaluation |
| Hu et al. (2013)91
|
Concrete structures |
Three-point bending test |
Embedded piezoelectric sensor |
| Voutetatki
et al. (2012)92
|
Concrete
reinforced with FRP |
Dynamic loading for numerical analysis |
SHM with smart piezoelectric materials |
| Xu et al. (2013)93
|
concrete-filled
steel tube |
Wavelet packet analysis |
Structural
behavior |
| Hughi et al. (2015)94
|
RC tube and beam |
Bulk wave
system |
Crack width monitoring system |
| Chalioris et al. (2015)95
|
RC beam |
Typical flexural and monotonic loading |
Base of PZT SHM with EMI technique |
| Zhang et al. (2016)97
|
Highway
and airway |
Diffusivity-based crack detection method |
Damage detection of concrete cracks |
| Cahill et al. (2018)98
|
Bridge
structure |
Permanent magnet shaker |
Energy
harvesting cantilevered |
| Song et al. (2017)99
|
Construction infrastructure |
Signal feedback from force sensor |
The shape of
aggregate embedded piezoelectric sensor |
| Zhang
and Su (2017)100
|
Concrete
structure, dam module |
Ibrahım time domaın,
shake table, compressıon
test |
Concrete piezoelectric smart module (CPSM) for
SHM |
| Chen et al. (2021)104
|
Metallic structures |
Lamb waves
driven |
Damage detection of fatigue cracks |
| Jiang et al. (2021)105
|
Concrete laminated interface |
Push-out experimental
method |
Damage detection with piezoelectric smart aggregate |
| Pan et al. (2022)107
|
Concrete structures |
Mechanical compression test |
By using piezoelectric sensor and piezoelectric cement sensor
with EMI for monitoring of stress and strain behavior |
| Kumar et al. (2013)122
|
Floor tiles |
Simulation and shaker experimental method |
Piezoelectric harvesting module |
| Lee
et al. (2011)125
|
Pavement
energy harvesting |
Dynamic loading to pavements |
Piezoelectric materials to be used in the energy conversion
system on vehicle road |
| Wang et al. (2018)126
|
Pavement energy harvesting |
Mechanical testing and simulation (MTS) |
100 mm
× 100 mm stacked piezoelectric energy-harvesting |
| Xiong et al. (2012)129
|
Pavement energy harvesting |
Sinusoidal energy power
output from the random external excitation |
Effect of
deformations of pavements on electrical energy |
| Wang et al. (2016)131
|
Pavement
energy harvesting |
Random vibratıon analysis |
Response of output voltage by using 0.4 mm thickness and 30
mm diameter PZT |
| Yang et al. (2017)132
|
Highway traffic |
Finite element method |
Piezoelectric transducer |
| Izrin et al. (2017)133
|
Rain drop |
Half wave rectifier |
PVDF transducer for kınetic energy harvesting |
| Wang et al. (2019)134
|
Pavement energy harvesting |
50 000 simulations
(MTS) without cyclic loading |
In order to energy harvest
by using U-shaped interlayer copper
foil electrode structure and lateral lead electrode structure |
| Tang et al. (2011)135
|
Buildings |
Analytical model and experimental
method |
Energy harvesting from TMD using pulse width
modulation (PWM)
and linear quadratic Gaussian (LQG) controllers |
| Dutoit et al. (2005)140
|
Beam structure |
Ambient vibration test |
MEMS-scale device for energy harvesting |
| Pan et al. (2017)141
|
Cantilevered
structure |
Finite element analysis |
Piezoelectric
damper with structural vibration for energy harvesting |
| Xie et al. (2015)142
|
High-rise buildings |
Harmonic response analysis |
Piezoelectric cantilevered for energy harvesting |
| Priya et al. (2005)144
|
Rectangular slabs |
Periodic magnetic forces |
By using piezoelectric windmill and magnetic ring slabs for
energy harvesting |
| Qian et al. (2018)146
|
Continuous bar |
Spider-80X dynamic analyzer with shaker |
Design of electromechanical
coupling model and piezoelectric
stack transducer for energy harvesting |