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Journal articles on the topic 'Active structures'

Author: Grafiati

Published: 7 July 2024

Last updated: 31 July 2025

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1

Soong, T. T., and G. D. Manolis. "Active Structures." Journal of Structural Engineering 113, no. 11 (1987): 2290–302. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:11(2290).

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2

Pantelides, C. P., and S. R. Tzan. "Active structures with uncertainties." International Journal of Computer Applications in Technology 13, no. 1/2 (2000): 59. http://dx.doi.org/10.1504/ijcat.2000.000224.

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3

D'Isep, F., and L. Sertorio. "Irreversibility for active structures." Il Nuovo Cimento B 94, no. 2 (1986): 168–74. http://dx.doi.org/10.1007/bf02759755.

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4

Soong, T. T., and B. F. Spencer. "Active, semi-active and hybrid control of structures." Bulletin of the New Zealand Society for Earthquake Engineering 33, no. 3 (2000): 387–402. http://dx.doi.org/10.5459/bnzsee.33.3.387-402.

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In recent years, considerable attention has been paid to research and development of passive and active structural control devices, with particular emphasis on alleviation of wind and seismic response of buildings and bridges. In both areas, serious efforts have been undertaken to develop the structural control concept into a workable technology, and today we have many such devices installed in a wide variety of structures. The focus of this state-of-the-art paper is on active, semi-active and hybrid structural control with seismic applications. These systems employ controllable force de

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5

Qureshi, Sohail M., Hajime Tsutsumi, Kiyoshi Uno, and Shoichi Kitagawa. "ACTIVE CONTROL OF SLIDING STRUCTURES." PROCEEDINGS OF THE JSCE EARTHQUAKE ENGINEERING SYMPOSIUM 21 (1991): 493–96. http://dx.doi.org/10.2208/proee1957.21.493.

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6

Chang, C. M., B. M. Al-Hashimi, and J. N. Ross. "Unified active filter biquad structures." IEE Proceedings - Circuits, Devices and Systems 151, no. 4 (2004): 273. http://dx.doi.org/10.1049/ip-cds:20040132.

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7

Pearl, Laurence. "Similarity of active-site structures." Nature 362, no. 6415 (1993): 24. http://dx.doi.org/10.1038/362024a0.

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8

Nathal, Michael V., and George L. Stefko. "Smart Materials and Active Structures." Journal of Aerospace Engineering 26, no. 2 (2013): 491–99. http://dx.doi.org/10.1061/(asce)as.1943-5525.0000319.

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9

Sirlin, S., C. Paliou, R. W. Longman, M. Shinozuka, and E. Samaras. "Active Control of Floating Structures." Journal of Engineering Mechanics 112, no. 9 (1986): 947–65. http://dx.doi.org/10.1061/(asce)0733-9399(1986)112:9(947).

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10

Reinhorn, A. M., G. D. Manolis, and C. Y. Wen. "Active Control of Inelastic Structures." Journal of Engineering Mechanics 113, no. 3 (1987): 315–33. http://dx.doi.org/10.1061/(asce)0733-9399(1987)113:3(315).

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11

Firczuk, Małgorzata, Artur Mucha, and Matthias Bochtler. "Crystal Structures of Active LytM." Journal of Molecular Biology 354, no. 3 (2005): 578–90. http://dx.doi.org/10.1016/j.jmb.2005.09.082.

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12

Barsoum, Roshdy George S. "Active materials and adaptive structures." Smart Materials and Structures 6, no. 1 (1997): 117–22. http://dx.doi.org/10.1088/0964-1726/6/1/014.

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13

Baz, A. "Active Control of Periodic Structures." Journal of Vibration and Acoustics 123, no. 4 (2001): 472–79. http://dx.doi.org/10.1115/1.1399052.

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Conventional passive periodic structures exhibit unique dynamic characteristics that make them act as mechanical filters for wave propagation. As a result, waves can propagate along the periodic structures only within specific frequency bands called the “Pass Bands” and wave propagation is completely blocked within other frequency bands called the “Stop Bands.” In this paper, the emphasis is placed on providing the passive structures with active control capabilities in order to tune the spectral width and location of the pass and stop bands in response to the structural vibration. Apart from t

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14

Fisco, N. R., and H. Adeli. "Smart structures: Part I—Active and semi-active control." Scientia Iranica 18, no. 3 (2011): 275–84. http://dx.doi.org/10.1016/j.scient.2011.05.034.

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15

SINGH, M. P., E. E. MATHEU, and L. E. SUAREZ. "ACTIVE AND SEMI-ACTIVE CONTROL OF STRUCTURES UNDER SEISMIC EXCITATION." Earthquake Engineering & Structural Dynamics 26, no. 2 (1997): 193–213. http://dx.doi.org/10.1002/(sici)1096-9845(199702)26:2<193::aid-eqe634>3.0.co;2-#.

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16

Melville, Stephen, Cecilie Brandt-Olsen, and John Harding. "Calibrated modelling of form-active structures." IABSE Symposium Report 108, no. 1 (2017): 155–56. http://dx.doi.org/10.2749/222137817821232432.

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17

Trudeau, Charles, Martin Bolduc, Patrick Beaupré, Patrice Topart, Christine Alain, and Sylvain Cloutier. "Inkjet-Printed Flexible Active Multilayered Structures." MRS Advances 2, no. 18 (2017): 1015–20. http://dx.doi.org/10.1557/adv.2017.237.

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ABSTRACTActive inkjet materials are invoked in the fabrication of optoelectronic devices. These types of multilayer assemblies contain a variety of commercially available ink formulations. It is envisioned that a dielectric SU-8 material can be used in a FET-like structure to form an interlayer between conductive silver and semi-conductive MWCNT-doped PEDOT:PSS ink layers. These printed structures may be fabricated onto a polyimide based flexible substrate, for instance. These structures are a starting point for offering valuable information on layer-on-layer printing interactions and interfac

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18

Al Sabouni-Zawadzka, A. "Active Control Of Smart Tensegrity Structures." Archives of Civil Engineering 60, no. 4 (2014): 517–34. http://dx.doi.org/10.2478/ace-2014-0034.

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AbstractThe topic of smart structures, their active control and implementation, is relatively new. Therefore, different approaches to the problem can be met. The present paper discusses variable aspects of the active control of structures. It explains the idea of smart systems, introduces different terms used in smart technique and defines the structural smartness. The author indicates differences between actively controlled structures and structural health monitoring systems and shows an example of an actively controlled smart footbridge.The analyses presented in the study concern tensegrity

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19

Dudovich, N., G. Levy-Yurista, A. Sharon, A. A. Friesem, and H. G. Weber. "Active semiconductor-based grating waveguide structures." IEEE Journal of Quantum Electronics 37, no. 8 (2001): 1030–39. http://dx.doi.org/10.1109/3.937392.

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20

Cha, J. Z., J. M. Pitarresi, and T. T. Soong. "Optimal Design Procedures for Active Structures." Journal of Structural Engineering 114, no. 12 (1988): 2710–23. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:12(2710).

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21

HAN, SANG-JUN, PANOS TSOPELAS, and A. BAZ. "ACTIVE/PASSIVE SEISMIC CONTROL OF STRUCTURES." Journal of Earthquake Engineering 10, no. 4 (2006): 509–26. http://dx.doi.org/10.1080/13632460609350607.

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22

Wang, Yafeng, Zhentao Han, Xian Xu, and Yaozhi Luo. "Topology optimization of active tensegrity structures." Computers & Structures 305 (December 2024): 107513. http://dx.doi.org/10.1016/j.compstruc.2024.107513.

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23

Follador, M., A. T. Conn, B. Mazzolai, and J. Rossiter. "Active-elastic bistable minimum energy structures." Applied Physics Letters 105, no. 14 (2014): 141903. http://dx.doi.org/10.1063/1.4898142.

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24

Jiang, Nina, Xiaolu Zhuo, and Jianfang Wang. "Active Plasmonics: Principles, Structures, and Applications." Chemical Reviews 118, no. 6 (2017): 3054–99. http://dx.doi.org/10.1021/acs.chemrev.7b00252.

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25

Stemberk, J., B. Kostak, and V. Vilimek. "3D monitoring of active tectonic structures." Journal of Geodynamics 36, no. 1-2 (2003): 103–12. http://dx.doi.org/10.1016/s0264-3707(03)00042-5.

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26

Pantelides, Chris P. "Active control of wind-excited structures." Journal of Wind Engineering and Industrial Aerodynamics 36 (January 1990): 189–202. http://dx.doi.org/10.1016/0167-6105(90)90304-u.

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27

Porta, Josep M., and Sergi Hernández-Juan. "Path planning for active tensegrity structures." International Journal of Solids and Structures 78-79 (January 2016): 47–56. http://dx.doi.org/10.1016/j.ijsolstr.2015.09.018.

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28

Keller, Christoph U. "Small-Scale Structures in Active Regions." International Astronomical Union Colloquium 141 (1993): 3–10. http://dx.doi.org/10.1017/s0252921100028670.

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AbstractWithin the last few years significant progress has been made in our understanding of the small-scale structures in active regions. Here I present some of the newest findings obtained by using speckle interferometric techniques. There exist continuum bright points with a contrast of about 30% that are cospatial with strong magnetic fields. The observations are consistent with the assumption that some facular and network bright points are the white-light signature of magnetic fluxtubes with a diameter of about 200 km. Magnetic elements larger than about 300 km are mainly darker than the

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29

Asano, Koichiro, and Hajime Nakagawa. "Active Saturation Control of Hysteretic Structures." Computer-Aided Civil and Infrastructure Engineering 13, no. 6 (1998): 425–32. http://dx.doi.org/10.1111/0885-9507.00120.

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30

Inman, Danieal J. "Active modal control for smart structures." Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences 359, no. 1778 (2001): 205–19. http://dx.doi.org/10.1098/rsta.2000.0721.

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31

Araújo, A. L., H. M. R. Lopes, M. A. P. Vaz, C. M. Mota Soares, J. Herskovits, and P. Pedersen. "Parameter estimation in active plate structures." Computers & Structures 84, no. 22-23 (2006): 1471–79. http://dx.doi.org/10.1016/j.compstruc.2006.01.017.

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32

Gluck, J., Y. Ribakov, and A. N. Dancygier. "Predictive active control of MDOF structures." Earthquake Engineering & Structural Dynamics 29, no. 1 (2000): 109–25. http://dx.doi.org/10.1002/(sici)1096-9845(200001)29:1<109::aid-eqe898>3.0.co;2-1.

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33

WATANABE, Shuya, and Jun SHINTAKE. "Active tensegrity structures using electrostatic actuators." Proceedings of the Dynamics & Design Conference 2022 (2022): 501. http://dx.doi.org/10.1299/jsmedmc.2022.501.

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34

Takezawa, Akihiro, Kanjuro Makihara, Nozomu Kogiso, and Mitsuru Kitamura. "CO-JP-1 Ground structure approach for PZT layout optimization in semi-active vibration control systems of space structures." Proceedings of Mechanical Engineering Congress, Japan 2012 (2012): _CO—JP—1–1—_CO—JP—1–1. http://dx.doi.org/10.1299/jsmemecj.2012._co-jp-1-1.

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35

Mohan, P. V. A. "Generation of OTA-C filter structures from active RC filter structures." IEEE Transactions on Circuits and Systems 37, no. 5 (1990): 656–60. http://dx.doi.org/10.1109/31.55014.

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36

Kwak, Moon K., Dong-Ho Yang, and Ji-Hwan Shin. "Active vibration control of structures using a semi-active dynamic absorber." Noise Control Engineering Journal 63, no. 3 (2015): 287–99. http://dx.doi.org/10.3397/1/376326.

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37

Romolo, Alessandra, Vincenzo Fiamma, Giovanni Malara, et al. "THE NEW INSTALLATION OF THE U-OSCILLATING WATER COLUMN BREAKWATER IN THE PORT OF SALERNO FOR THE WAVE ENERGY EXPLOITATION." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 94. https://doi.org/10.9753/icce.v38.structures.94.

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This article describes the characteristics of a U- Oscillating Water Column plant, named also REWEC3 (REsonant Wave Energy Converter), that has been realized in the Port of Salerno (Italy). The objective of the infrastructure is to enlarge the port basin area by taking advantage of the most recent developments in the field of caisson breakwaters. The building of the caissons was completed in 2022, when a monitoring activity started of three active chambers. In the paper, a general overview of the U-OWC device and of monitoring activity of active cells is given in conjunction with an initial ex

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38

Itoh, T., T. Shimomura, and H. Okubo. "2B15 Semi-active Vibration Control of Smart Structures with Sliding Mode Control." Proceedings of the Symposium on the Motion and Vibration Control 2010 (2010): _2B15–1_—_2B15–11_. http://dx.doi.org/10.1299/jsmemovic.2010._2b15-1_.

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39

Wang, Yafeng, Xian Xu, and Yaozhi Luo. "Minimal mass design of active tensegrity structures." Engineering Structures 234 (May 2021): 111965. http://dx.doi.org/10.1016/j.engstruct.2021.111965.

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40

Lee, Hamilton, and Jacqueline Williams. "In Defense of All-Active Manager Structures." Journal of Investing 25, no. 4 (2016): 7–19. http://dx.doi.org/10.3905/joi.2016.25.4.007.

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41

BABA, Shunsuke, Kohki NINOMIYA, and Tateo KAJITA. "Digital active optimal control of steel structures." Doboku Gakkai Ronbunshu, no. 380 (1987): 375–81. http://dx.doi.org/10.2208/jscej.1987.380_375.

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42

Rai, Gopal L. "Advanced Active Prestressed CFRP in RCC Structures." Advanced Materials Research 1129 (November 2015): 290–97. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.290.

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. The need for rehabilitation of reinforced concrete structures is rapidly increasing. Fibre reinforced polymer (FRP) composite materials for concrete structures have high strength-to-weight ratios that can provide high prestressing forces while adding minimal additional weight to a structure. They also have good fatigue properties and exhibit low relaxation losses, both of which can increase the service lives and the load carrying capacities of reinforced concrete structures. Carbon fiber reinforced polymer (CFRP) composite system is integrated system based on carbon fibres and epoxy resins.

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43

Barnes, S., L. Kirssin, E. Needham, E. Baharlou, D. E. Carr, and J. Ma. "3D printing of ecologically active soil structures." Additive Manufacturing 52 (April 2022): 102670. http://dx.doi.org/10.1016/j.addma.2022.102670.

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44

Sakamotu, Mitsuo. "Applications to Building Structures on Active Control." IEEJ Transactions on Industry Applications 119, no. 7 (1999): 926–31. http://dx.doi.org/10.1541/ieejias.119.926.

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45

Suzuki, Tetsuo, Mitsuru Kageyama, and Arihide Nobata. "Active Vibration Control System for Tall Structures." Journal of Robotics and Mechatronics 6, no. 4 (1994): 327–31. http://dx.doi.org/10.20965/jrm.1994.p0327.

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The authors, concerned with the enhancement of living comfort in tall structures during strong winds or medium to small-scale earthquakes, have developed an active vibration control system which is capable of controlling a multiple number of vibration modes at the same time, and have already demonstrated the usefulness of this system by conducting verification experiments using a small device1) and an actual-size device2). And this time, an active vibration control system based on the research results obtained up to now has been applied to an actual structure for the first time in the world. T

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46

Preumont, A., and Y. Achkire. "Active Damping of Structures with Guy Cables." Journal of Guidance, Control, and Dynamics 20, no. 2 (1997): 320–26. http://dx.doi.org/10.2514/2.4040.

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47

Malhis, M., L. Gaudiller, and J. Der Hagopian. "Fuzzy Modal Active Control of Flexible Structures." Journal of Vibration and Control 11, no. 1 (2005): 67–88. http://dx.doi.org/10.1177/10775463045046028.

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In this paper we propose a new active control strategy to control the dynamic behavior of flexible structures: fuzzy modal control (FMC). This strategy, based on the modal state feedback of the structure, uses independent fuzzy controllers for each mode to be controlled. This method is applied to a flexible beam controlled by a transverse plane of action using piezoelectric actuators. First of all, a model of a piezoelectric actuator is proposed, followed by the formulation of a finite-element model of the mechanical structure/actuator. The model is then fitted using an identification of the c

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48

Zhu, Yiwen, Audrey Sulkanen, Gang-Yu Liu, and Gang Sun. "Daylight-Active Cellulose Nanocrystals Containing Anthraquinone Structures." Materials 13, no. 16 (2020): 3547. http://dx.doi.org/10.3390/ma13163547.

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Antimicrobial and antiviral materials have attracted significant interest in recent years due to increasing occurrences of nosocomial infections and pathogenic microbial contamination. One method to address this is the combination of photoactive compounds that can produce reactive oxygen species (ROS), such as hydrogen peroxide and hydroxyl radicals to disinfect microbes, with carrier materials that meet the application requirements. Using anthraquinone (AQ) and cellulose nanocrystals (CNCs) as the photoactive and carrier components, respectively, this work demonstrated the first covalent inco

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49

Sommerfeldt, Scott D. "Active control of radiation from vibrating structures." Journal of the Acoustical Society of America 91, no. 4 (1992): 2348. http://dx.doi.org/10.1121/1.403444.

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50

Alexandropoulos, Dimitris, Hercules Simos, Michael J. Adams, and Dimitris Syvridis. "Optical Bistability in Active Semiconductor Microring Structures." IEEE Journal of Selected Topics in Quantum Electronics 14, no. 3 (2008): 918–26. http://dx.doi.org/10.1109/jstqe.2008.921424.

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