Sl no Title Author Source Objective

1 S.J. Dyke' and B.F. Spencer Jr. 1997 IEEE

2 Y. Liu*, T.P. Waters, M.J. Brennan Journal of Sound and Vibration 280 (2005) 21–39

3

4 S O Reza Moheimani Research on shunted piezoelectric tranducers for control of vibration and damping in flexible structures

5 S. O. Reza Moheimani

6 Active tuned liquid column damper with propellers Yung-Hsiang Chen ; † and Chia-Hao Ko∗

7 Active vibration control for marine applications S.Daley a,*, F.A. Johnsonb Control Engineering Practice 12 (2004) 465–474

8 A. BAZ, K. IMAM AND J. MCCOY mmal Of Sound and Vibration (1990) M(3), 437-456

9 ADAPTIVE PASSIVE VIBRATION CONTROL Journal of Sound and Vibration, 1995,565-585

10

11 Siddeswara Mayura Guru

12 Elsevier , Structural safety ,33(2011), 64- 73 Reliability of flood defences under varying and uncertain conditions.

13 T. Balendra a,*, C.M. Wang a, N. Yan b

14 J. VAN DE VEGTE AND C. W. DE SILVA

15 N.Gluck, A M Reignhorn Journal of structural engineering ,dec 1996 Design of supplemental dampers for multystory structure.

16 Displacement control of geological structures Basil Tikoff, Steven F. Wojtal Pergamon,Journal of structural geology Geological analysis for faulting.velocity and displacement as independent variables in deformation

17 Dynamic response of compliant offshore structures R. Andrezin,P. Bar -Avi Journal of aerospace engineering ,oct 1996 Explore various modelling techniques for the behaviour of the structure on static and dynamic response.

A Comparison of Semi-Active Control Strategies for the MR Damper

semiactive control ulgorithms are evaluated for use with the magrietorheological (MR) damper.performance ofthe resulting control systems are compared through simulation,and the advantages of each algorithm are discussed.

A comparison of semi-active damping control strategies for vibration isolation of harmonic disturbances

semi-active damping control strategies,which are based on skyhook control and balance control. A semi-active damper is incorporated into a singledegree-of-freedom (s.d.o.f.) system model subject to base excitation

A New Analytical Method for Stochastic Response of Structure-Damper System

Wei Guo*Hong-nan Li

Electronic Journal of Structural Engineering, 9 (2009)

Fundamental principles from structural dynamics, pseudo excitation method and perturbationtechniques are used to develop a new fast stochastic method for seismic analysis of the combined structuredampersystem

A survey of recent innovations in vibration damping and control using shunted piezoelectric transducers

IEEE transactions on Control Systems technology,,, Vol 11,4(2008)

A Survey of Recent Innovations in Vibration Damping and Control Using Shunted Piezoelectric Transducers

IEEE TRANSACTIONS ON CONTROL SYSTEMS TECHNOLOGY, VOL. 11, NO. 4, JULY 2003

reviews recent research related to the use of shunted piezoelectric elements for vibration damping and control .piezoelectric shuntdamping and discusses recent observations on the feedback natureof piezoelectric shunt damping systems

active control of a Tuned Liquid Column Damper (TLCD) with two propellers.The Optimal Control Theory is applied to establish the control law andto calculate the control force generated by these two propellers installed inside the TLCD

hybrid active/passive mounting system that has the potential to eradicate such signatures by making use of digitally controlledactuators that ignore local displacements while controlling the response of the structure’s rigid body modes.Also described in the

ACTIVE VIBRATION CONTROL OF FLEXIBLE BEAMS USING SHAPE MEMORY ACTUATORS

demonstrates, theoretically and experimentally, the feasibility of utilizing Shape Memory Actuators (SMA) in controlling the flexural vibrations of a flexible cantilevered beam. The beam dynamics are modeled, by using the finite element method, and integrated with the thermal and dynamic characteristics of the SMA to develop a mathematical model of the composite beam-actuators system.

M[ A[ FRANCHEK\ M[ W[ RYAN AND R[ J[ BERNHARD

robust tuning strategy is presented for adaptive passive control[ The tuning strategy is based on minimizing the voltage amplitude from an accelerometer

An efficient analytical Bayesian method for reliability and systemresponse updating basedonLaplaceandinversefirst-orderreliabilitycomputations

Xuefei Guan a, JingjingHe b, RatneshwarJha a, YongmingLiu

Reliability EngineeringandSystemSafety97(2012)1–13

efficientanalyticalBayesianmethod.Laplaceapproximationmethodisusedto evaluateBayesianposteriordistributionsanalytically.Anefficientalgorithmbasedoninversefirst-order reliabilitymethodisdevelopedtoevaluatesystemresponsesgivenareliabilityindex

Capture and Management of Hydrometeorological Phenomena Using Sensor Web Concepts and Scientific Workflow

EJSE Special Issue: Wireless Sensor Networks and Practical Applications (2010

Open Geospatial Consortium – Sensor Web Enablement (OGC-SWE) framework to standardise the description and access of hydrometeo-rological phenomena.Ke-pler inspired scientific workflow based hydrology workbench to compose heterogeneous hydrometeorological data services and processes for knowledge discovery

Computational intelligent methods for efficient reliability analysis of complex defence structures

Greer B Kingston , Mohammadreza, Ben P gouldby

Control of wind-excited towers by active tuned liquid column damper

Elsevier,Engineering Structures 23 (2001) 1054–1067

An active control system involving a tuned liquid column damper (TLCD) is developed for the vibration control of a singledegree-of-freedom tower subjected to wind excitation

DESIGN OF PASSIVE VIBRATION CONTROLS FOR INTERNALLY DAMPED BEAMS BY MODAL CONTROL TECHNIQUES

Journal of Sound and Vibration (1976) 45(3), 417-425

Modern modal control techniques are applied to the design of dynamic absorbers forthe control of transient vibrations of internally damped thin uniform beams. Parametersand locations of single and dual absorbers are chosen so that the overall system approximatesa desired characteristic polynomial.

Design of supplemental dampers for control of structures

18 T. Balendra, C. M. Wang and H. F. Cheong

19 Thomas E. Alberts hybrid active and passive control scheme for control ling the motion of a lightweight flexible arm

20 J. Suhardjo1 and A. Kareem Earthquake Engng Struct. Dyn. 2001; 30:213{235

21 Flow control in flow -structure interaction

22 A A Golafshani , A Gholizad

23 Journal of Sound and Vibration 263 (2003) 709–724 H2 control algorithm for controlling the lateral vibration of a jacket-type offshore platform by using an active mass damper

24 Kwan-Soon Park , Hyun-Moo Koh Engineering Structures 26 (2004) 279–289

25 C.C. Chang Engineering Structures 21 (1999) 454–463

26 Computers and Structures 70 (1999) 185±202

27 Dong Hyawn Kim Engineering Structures 31 (2009) 517522

28 Journal of Sound and Vibration 1997 ,371-398

29 MOHAMED ZRIBI1, , NAIF ALMUTAIRI1∗ Nonlinear Dynamics 35: 61–80, 2004.

30 P[ BAR!AVI AND H[ BENAROYA Journal of Sound and Vibration "1996,190(1),77-103

31 H.A. Jensen , J.G. Sepulveda Structural Safety 34 (2012) 390–400

32 V.J. MODI, F. WELT and M,B. IRANI

33 Optimal mix of passive and active control in structures M J Smith,K M Grigoriadis ,R E Skelton Redesign a structure to make easier to control

34 M. Basili, M. De Angelis Journal of Sound and Vibration 301 (2007) 106–125

35 Mahendra P. Singh1 and Luis M. Moreschi Earthquake Engng Struct. Dyn. 2002; 31:955–976

36 André D. Orcesi a, Dan M. Frangopol Structural Safety 33 (2011) 26–41

37 T T soong , M C Constantinou Explains passive energy dissipating devices in struc sys to absorb seismic energy

Effectiveness of tuned liquidcolumn dampers for vibrationcontrol of towers

Engineering Structures, Vol. 17, No. 9, pp. 66&-675, 1995

effectiveness of tuned liquid column dampers (TLCD) in controllingthe wind-induced vibration of towers.nonlineargoverning equation of the TLCD is linearized to obtain thestochastic response of the towers due to along-wind turbulence

EXPERIMENTS IN OPTIMAL CONTROL OF A FLEXIBLE ARM with passive damping

VPI&SUjAIAA SYMPOSIUM ON DYNAMICS AND CONTROL OF LARGE FLEXIBLE STRUCTURES Blacksburg Va. June 1985

Feedback{feedforward control of oshore platforms under random waves

control of jacket-type oshore platforms.tuned mass damper.active mass damper, the active tendon mechanism and thepropeller thruster

R.Galavao,E Lee ,D Farrell. F Hover, M Triantafyllou,

Elsevier,Journal of Fluids and structures, 24(2008), 1216-1226

Passive flow control using 2D hydrofoils to reduce vortex induced vibration and drag on cylinderTowing tank,vorticity and force analysis

Friction damper for vibration control in offshore jacket platforms

Elseiver , Journal of constructional steel research .65(2009), 180- 187

Performance of frictional dampers- wave load- jacket platform.Stochastic linerization tech. Mathematical formultion to evaluate realistic models

H2 active vibration control for offshore platform subjected to wave loading

Hua Jun Lia,*, Sau-Lon James Hub, Christopher Jakubiak

Independent modal space fuzzy control of earthquake-excited structures

hybrid control method, which adopts a two-step design procedure consisting of designing an optimal controller in modal space and fuzzy tuning of the pre-designed modal control gains

Mass dampers and their optimal designs for building vibration control

control performance of three types of mass dampers on suppressing excessive building vibration is studied and compared TMD, TLCD, LCVA.building-mass damper equations are established where the building ismodeled as a single-degree-of-freedom system

Multi-loop feedback control of oshore steel jacket �platforms

M. J. Terro a, *, M. S. Mahmoudb, M. Abdel-Rohman

new multi-loop feedback-control design is developed and applied to an oshore steel jacket platform.nonlinear Morison�equation is employed to estimate these wave forces

Neuro-control of fixed offshore structures under earthquake

neural network is proposed for seismic protection of offshorestructures.neuron-controller is tested even when it is trained byusing a linearized equation of motion for fluid structure interaction (FSI)

NON-COLLOCATED ADAPTIVE–PASSIVE VIBRATION CONTROL

C[ BUHR\ M[ A[ FRANCHEK AND R[ J[ BERNHARD

development of a control law for tuning a variable sti}ness vibration absorber to attenuate single frequency excitation in a non!collocated situation

Nonlinear and Robust Control Schemes for Offshore Steel Jacket Platforms

two control schemes to control the dynamic response of an offshore steel jacket platform due to wave-induced forces.nonlinear controller.robust state feedback linear controller.

NON-LINEAR DYNAMICS OF AN ARTICULATED TOWER IN THE OCEAN

studies on the response of an articulated tower in the ocean subjected to deterministic and random wave loading.wave loading is derived using a modifed Morison|s equation to include current velocity\ in which the velocity andacceleration of the are determined

On the reliability-based design of structures including passive energydissipation systems

methodology for stochastic design of structures including vibration protectionsystems.passive energy dissipation systems

ON THE SUPPRESSION OF VIBRATIONS USING NUTATION DAMPERS

Journal o[ Wind Engineering and Industrial Aerodynamics, 33 (1990) 273-282

Energy dissipation due to sloshing liquid in toms shaped dampers is studied analytically accounting for nonlinearities and viscous effects so as to be applicable at resonance, and its validity assessed through an extensive experiment

Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices

nonlinear devices the versatile Bouc–Wen model is adopted, whereas for seismic excitation a Gaussian zero meanwhite noise and a filtered white noise are used. To solve nonlinear equations of motion a simplified solution is carried out using a stochastic linearization technique

Optimal placement of dampers for passive response control

optimal utilization of these dampers in a structure to achieve a desired performance under earthquake-induced ground excitations.viscous dampers and viscoelastic dampers.optimal size and location of these dampers in thestructure, a genetic algorithm

Optimization of bridge maintenance strategies based on structural health monitoring information

to include SHM data in a bridge life-cycle cost analysis, (b) to determine optimal maintenance strategies based on monitoring information, and (c) to show the benefits of SHM

Passive and active structural vibration control in civil engg

38 Passive control of offshore jacket platforms K.C. Patil, R.S. Jangid Ocean Engineering 32 (2005) 1933–1949

39 F. Bouak, J. Lemay

40 Structural Safety 32 (2010) 305–315

41 P[ BAR!AVI AND H[ BENAROYA Journal of Sound and Vibration "1996,198(1)27-50

42 Jianye Ching a,*, Jie-Ru Chen b Structural Safety 32 (2010) 372–383

43 Semih S Tezcan, Ozan uluca Elsevier,Engineering Structures,25(2003),1755-1761 Viscoelastic dampers Analytical studies of model structures .Non linear time history analysis

44 Resetting Virtual Absorbers for Vibration Control ROBERT T. BUPP

45 T. K. DATTA and A. K. JAIN

46 Jamie E. Padgett *, Kristina Dennemann Structural Safety 32 (2010) 165–173

47 Laura M. Jansen1 and Shirley J. Dyke the ASCE Journal of Engineering Mechanics

48 JSAE Review 18 (1997) 323 329

49 Dahai Zhao Hong-Nan Li

50 Engineering Structures 23 (2001) 1469–1479

51 MASATO ABE

52 Mauro Dolce1,Donatello Cardone Earthquake Engng Struct. Dyn. 2005; 34:1687–1717

response of offshore jacket platforms installed with energy dissipation devices such as viscoelastic, viscous and friction dampers under wave loading

Passive control of the aerodynamic forces acting on a circular cylinder

Experimental Thermal and Fluid Science 16 (1998) 112±121

passive control of the unsteady loads induced on a circular cylinder has been studied.measurement of ¯uctuating lift and drag forces.

Performance measures and optimal design of linear structural systems under stochastic stationary excitation

Alexandros A. Taflanidis a,*, Jeffrey T. Scruggs

optimal design of linear structural systems under stochastic, stationary dynamic excitation is discussed.discusses the evaluation and optimization of these performancemeasures, including an efficient approximation to first-passage reliability, and examines the degree towhich the optimal structural design, and its reliability, vary when the optimization is carried out underthese different measures

PLANAR MOTION OF AN ARTICULATED TOWER WITH AN ELASTIC APPENDAGE

dynamic response of such a structure is investigated.equation of motion formulated.model was alsoused to verify the rigid body assumption frequently used in analyzing the response of apartially submerged articulated tower

Predicting displacement of augered cast-in-place piles based on load test database

normalized load–displacement behavior of axially loaded piles and develops a probabilistic model for the load–displacement curves based on a load test database.It is shown that displacements of piles can be effectively predicted by using the probabilistic model, and such prediction can be made for a pile design where a load test is not performed

Reduction of earthquake response of plane frame buildings by viscoelastic dampers

A virtual absorber emulates the effect of a physical absorber by sensing the motion of the primary structure, utilizing a dynamic compensator to simulate the motion that a physical absorber would undergo, and computing and applying the reaction force that the physical absorber would apply to the primary structure

RESPONSE OF ARTICULATED TOWER PLATFORMS TORANDOM WIND AND WAVE FORCES

Computersd .StrucruresV ol. 34. No. I, pp. 137-M 1990

the response of a model articulated tower to random wind force alone and to the combined effect of wind, wave andcurrent forces is investigated.response of the tower is determined by a frequency domain iterative method and is evaluated for a parametric study

Risk-based seismic life-cycle cost–benefit (LCC-B) analysis for bridge retrofit assessment

illustrates a method for evaluating the best retrofits for non-seismically designed bridges based on seismic life-cycle costs and cost–benefit analysis. The approach integrates probabilistic seismic hazard models, fragility of as-built and retrofitted bridges for a range of damage states, and associated costs of damage and retrofit

Semi-Active Control Strategies for MR Dampers: A Comparative Study

to evaluate the performance of a number of recently proposed semi-active control algorithms for use with multipleMR dampers.Lyanpunov controller, decentralized bangbangcontroller, modulated homogeneous friction algorithm, and a clipped optimalcontroller. Each algorithm is formulated for use with the MR damper

Semi-active damping control system with smart actuator

Eiji Teramura", Satoshi Haseda b, Yasuki Shimoyama

new semi-active suspension system to realize the "skyhook" principle,semi-active suspension control system withfour smart actuators.

Semi-Active Fuzzy Sub-Optimal Bang-Bang Control ofStructure Using Friction Damper

Proceedings of the 6th World Congress on Intelligent Control and Automation, June 21 - 23, 2006

implementation of semi-active friction damper for the vibration control of structuresfuzzy logic of the Takagi-Sugeno(T-S) model and the bang-bang control algorithm, a fuzzysub-optimal bang-bang control method is proposed

Semi-active tuned liquid column dampers for vibration control of structures

Swaroop K. Yalla a,*, Ahsan Kareem b, Jeffrey C. Kantor

examines a passive tuned liquid column damper which is converted into a variable-damping semiactive system. Different semi-active algorithms based on the clipped-optimal and fuzzy control strategies are studied using numerical examples.

SEMI-ACTIVE TUNED MASS DAMPERS FOR SEISMIC PROTECTION OF CIVIL STRUCTURES

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, VOL. 25,743-749 (1996)

control algorithms are introduced using numerical simulations of the impulse response.algorithmsare applied to seismic protection of civil structures using the strategy of multiple releasing and capturing of TMDs

Shaking table tests on reinforced concrete frames without and with passive control systems

overview of the main results of the shaking table tests carriedout on the models with and without special braces. Two di erent types of energy dissipating and recentringbraces,passive control braces

53 Seshasayee Ankireddjl and Henry T. Y. Yang

54 Sang-Won Cho1, Hyung-Jo Jung Smart Mater. Struct. 14 (2005) 707–714

55 N.R. Fisco, H. Adeli Scientia Iranica A (2011) 18 (3), 285–295

56 K. Goda Structural Safety 32 (2010) 112–123

57 Subrata Chakraborty,Rama Debbarma Elsevier,Structural safety, 33(2011), 1336-144

58 Denis Kelliher , Kenneth Sutton-Swaby⇑ Structural Safety 34 (2012) 407–417

59 P. Bar-Avi and H. Benaroya

60 Stress-free displacement control of structures Y. Nyashin and V. Lokhov Acta Mechanica 175, 45–56 (2005)

61 Structural Control of Offshore Platforms J. Suhardjo and A. Kareem

62 Elsevier, Structural Safety,31(2009), 490-499

63 Struct Multidisc Optim (2007) 34:431–443

64 Faqiang Wang, Chongxin Liu Physica D 225 (2007) 55–60

65 C. Oliver Yang*# Max Yen^ Ning Weng

66 M.V. Rama Rao a,*, Andrzej Pownuk Structural Safety 32 (2010) 449–460

67 Engineering Structures 29 (2007) 1525–1538

68 Malka N. Halgamuge

SIMPLE ATMD CONTROL METHODOLOGY FOR TALL BUILDINGS SUBJECT to wind loads

ASCE,Journal of Structural Engineering, Vol.122, No.1, January, 1996.

procedure for the design of an active tuned mass damper for vi,?ration control in tall buildings subject to wind loads.controller is based on complete feedback (namely, feedbackof displacement, velocity, and acceleration

Smart passive system based on magnetorheological damper

smart passive system isproposed, which is based on an MR damper system.effectiveness of the proposed smart passive system, theperformance is compared with that of the normal MR damper-based controlsystem

Smart structures: Part II — Hybrid control systems and controlstrategies

hybrid mass dampers, semi-active base isolators, actuators with passive dampers, and semi-active Tuned Liquid Column Dampers (TLCD) with passive dampers.LQR and LQG, neuralnetwork-based, fuzzy logic, sliding mode and wavelet-based controllers

Statistical modeling of joint probability distribution using copula: Application to peak and permanent displacement seismic demands

introduction as well as illustrative application of the copula theory is given in the context of structural reliability. The numerical example deals with the performance evaluation of existing structures subjected to earthquake loading in terms of both peak and residual displacement demands

Stochastic earthquake response control of structures by liquid column vibration absorber with uncertain bounded system parameters

Design of liquid column vibration absorber for seismic vibration control of structures.Interval method,Taylor series expansion of dynam. response function

Stochastic representation of blast load damage in a reinforced concrete building

combines the Monte Carlo method, used in many structural reliabilityalgorithms, with a simplified but conservative progressive collapse structural model.algorithmis then used to generate a dataset.

STOCHASTIC RESPONSE OF A TWO DOF ARTICULATED TOWER

i. jur non linear mecanics.,. Vol. 32, No. 4. pp. 639-655. 1997

the tower is modeled as a spherical pendulum having two angular degrees of freedom. response of an articulated tower in the ocean subjected to deterministic and randomwave loading was investigated.

theorem on the unique decomposition of eigenstrain provides the tool to construct prescribeddisplacements inside and (or) at the surface of a linear elastic body Maysel’s formula,controlling theshape of the body

Proceedings of the Seventh (1997) International Offshore and Polar Engineering Conference

active control of jacket type offshore platforms is investigated. The deck displacement of jacket type offshore platforms is controlled by passive and active control mechanisms,active mass damper, active tendonmechanism and propeller thruster

Structural optimization for performance based design in earthquake engineering: Applications of neural networks

Oscar Moller,Ricardo O Foschi,Laura M qquiroz, Marcelo Rubinstein

Optimization of structural cost under performance requirements.Measures damage accumulated in earthquake.Neural Network.Reliabilty by Monte Carlo simulation

Structural protection using MR dampers with clippedrobust reliability-based control

Ka-Veng Yuen ·Yuanfeng Shi · James L. Beck ·Heung-Fai Lam

control structuralsystems using MR dampers that addresses structuralmodeling uncertainties.clipped-optimal linear controller

Synchronization of unified chaotic system based on passive control

passive controller is designed and synchronization of two identical unified chaotic systems with different initial conditions is realized. Simulation results for two Lorenz, two L¨u and two Chen chaotic systems are provided to show the effectiveness of the proposed synchronization method.

The Development of an On-line Structural Health Monitoring System based on Wireless Sensor Networks

EJSE Special Issue: Wireless Sensor Networks and Practical Applications (2010)

on-line structural health monitoring system that consists of wireless sensor networks for re-al-time sensing and data sever for on-line analyzing

Transient response of structures with uncertain structural parameters

transient dynamic analysis of structures with uncertain structural parameters,subjected to an impact load.adaptiveTaylor methods and direct optimisation based interval finite element approach

Vibration control of steel jacket offshore platform structures with damping isolation systems

Jinping Oua,, Xu Longa,b, Q.S. Lic, Y.Q. Xiao

a damping isolation system is developed for vibration control of steel jacket offshore platform structures.Damping isolation system composed of rubber bearings and viscous dampers. experimental and numerical study is carried out

Wireless Technologies for Integrated e-Operations in Offshore Environments

Wireless Sensor Networks and Practical Applications (2010)

wireless local area net-work (WLAN), radio frequency identification (RFID), Bluetooth, ZigBee and remote sensors would be the best solution in congested sites.framework for potential application of such a combined solution for offshore oil & gas production environments

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