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Journal articles on the topic 'Structures analysis (Engineering)'

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Published: 4 June 2021
Last updated: 28 July 2025

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1

Liu, Xiao. "Reliability Analysis of Engineering Structures." Applied Mechanics and Materials 333-335 (July 2013): 2262–65. http://dx.doi.org/10.4028/www.scientific.net/amm.333-335.2262.

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Introduces the concept and content of engineering structural reliability and reliability and reliable indexes, and considering the engineering structure reliability analysis of randomness and fuzziness, the fuzzy random reliability analysis model was established
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2

Malik, Afzaal M., Ejaz M. Qureshi, Naeem Ullah Dar, and Iqbal Khan. "ICONE15-10767 FATIGUE IN ENGINEERING STRUCTURES: A THREE FOLD ANALYSIS APPROACH." Proceedings of the International Conference on Nuclear Engineering (ICONE) 2007.15 (2007): _ICONE1510. http://dx.doi.org/10.1299/jsmeicone.2007.15._icone1510_397.

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3

Arquier, Mathieu, and Xavier Cespedes. "Limit analysis for civil engineering structures." IABSE Symposium Report 105, no. 25 (2015): 1–5. http://dx.doi.org/10.2749/222137815818358376.

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4

Sandberg, Göran, and Anders Olsson. "Failure sensitivity analysis of engineering structures." Computers & Structures 72, no. 4-5 (1999): 525–34. http://dx.doi.org/10.1016/s0045-7949(98)00334-4.

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5

Bednarz, Jarosław, and Jan Targosz. "ANALYSIS OF CIVIL ENGINEERING STRUCTURES VIBROISOLATION EFFECTIVENESS." Journal of KONES. Powertrain and Transport 19, no. 4 (2015): 33–41. http://dx.doi.org/10.5604/12314005.1138304.

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6

Kieselbach, Rolf. "Failure of metallic structures: An engineering analysis." Technology, Law and Insurance 5, no. 1-2 (2000): 33–110. http://dx.doi.org/10.1080/13599370050028594.

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7

Taniguchi, T. "Crack propagation analysis in civil engineering structures." Computers & Structures 41, no. 6 (1991): 1295–303. http://dx.doi.org/10.1016/0045-7949(91)90266-o.

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8

Kirk, C. L. "Analysis of dynamic effects on engineering structures." Journal of Wind Engineering and Industrial Aerodynamics 31, no. 1 (1988): 129–30. http://dx.doi.org/10.1016/0167-6105(88)90192-4.

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9

MacLeod, Iain. "Analysis of Engineering Structures; Bedenik and Besant." Engineering Structures 22, no. 9 (2000): 1226. http://dx.doi.org/10.1016/s0141-0296(99)00092-9.

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10

Cruz, Eric C., Ismael Aragorn D. Inocencio, Edgardo P. Kasilag II, and Laurice Angeli V. Villaflor. "ANALYSIS OF ENGINEERING FEASIBILITY OF AN OPEN PIER AGAINST COASTAL HAZARDS ALONG LUZON ISLAND." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 50. http://dx.doi.org/10.9753/icce.v36.structures.50.

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As an archipelago, the Philippines highly depends on ports for inter-island trade and commerce. However the country is vulnerable to coastal hazards such as typhoons and tsunamis. To serve the growing demand for commercial cargo transport in the northern region of the country’s largest island Luzon, an open pier is being proposed to be built along the western seaboard. This paper presents a methodology of carrying out a coastal engineering assessment of the feasibility of an open pier possibly without protective breakwaters. The analysis aims to determine the wave climate of the project coas
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11

Carr, Athol J. "Dynamic analysis of structures." Bulletin of the New Zealand Society for Earthquake Engineering 27, no. 2 (1994): 129–46. http://dx.doi.org/10.5459/bnzsee.27.2.129-146.

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 This paper is the result of discussions of the study group on Dynamic Analysis established by the New Zealand National Society for Earthquake Engineering and whose brief was to provide some guidance to design engineers on the usage of the dynamic analysis methods that are becoming more common in structural design with the stricter requirements of the seismic loadings requirements of NZS 4203:1992. The paper first of all discusses the concepts of dynamic analyses of single mass systems and then extends this to the modal analysis methods for the analyses of multi-mass
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12

Quispe Ccapacca, Edgar, Percy Huata Panca, and Hugo David Calderon Vilca. "A Graph-Based Approach for the Analysis of Framed Structures in Civil Engineering." International Journal of Science and Research (IJSR) 11, no. 11 (2022): 1309–23. http://dx.doi.org/10.21275/sr22928042711.

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13

Harris, Philip J. "Computer analysis of structures — matrix structural analysis structured programming." Canadian Journal of Civil Engineering 14, no. 6 (1987): 860–61. http://dx.doi.org/10.1139/l87-128.

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14

Harris, Philip J. "Computer analysis of structures — matrix structural analysis structured programming." Canadian Journal of Civil Engineering 14, no. 6 (1987): 863. http://dx.doi.org/10.1139/l87-131.

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15

Riva, Paolo, and M. Z. Cohn. "Engineering Approach to Nonlinear Analysis of Concrete Structures." Journal of Structural Engineering 116, no. 8 (1990): 2162–86. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:8(2162).

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16

Wakefield, D. S. "Engineering analysis of tension structures: theory and practice." Engineering Structures 21, no. 8 (1999): 680–90. http://dx.doi.org/10.1016/s0141-0296(98)00023-6.

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17

Simon, Jaan-Willem, and Dieter Weichert. "Numerical lower bound shakedown analysis of engineering structures." Computer Methods in Applied Mechanics and Engineering 200, no. 41-44 (2011): 2828–39. http://dx.doi.org/10.1016/j.cma.2011.05.006.

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18

Wang, Zhanxian, Nicole Vanderbeke, Brandon Grant, and Layton Bedsole. "REFINED COASTAL MODELING AND ENGINEERING ANALYSIS FOR THE WRIGHTSVILLE BEACH COASTAL STORM DAMAGE REDUCTION PROJECT." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 21. http://dx.doi.org/10.9753/icce.v36.structures.21.

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In an effort to enhance the Coastal Storm Damage Reduction (CSDR) project at Wrightsville Beach (WB), NC, New Hanover County authorized a refined coastal modeling study in partnership with the Town of Wrightsville Beach. The purpose of the modeling analysis includes the review of potential design betterments that may increase the project’s storm protection benefits.
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19

Mahesh Kumar, Rahul Kumar Gupta, Vipin Kumar, Praveen Bhatt. "Fracture Mechanics and Fatigue Analysis in Structural Engineering." Tuijin Jishu/Journal of Propulsion Technology 44, no. 3 (2023): 3056–62. http://dx.doi.org/10.52783/tjjpt.v44.i3.1279.

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Fatigue analysis is a critical component of structural engineering, focusing on the response of materials and structures to cyclic loading. This abstract provides a concise overview of its significance. Fatigue analysis is applied in the design and selection of materials to prevent unexpected failures, extend the life of structures, and reduce maintenance costs. It predicts fatigue life, ensuring the safe operation of structures enduring thousands of load cycles. Real-time structural health monitoring enhances safety by detecting fatigue-related damage, while insights from fatigue analysis inf
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20

Tsimbelman, N. Ya, T. I. Chernova, and T. E. Shalaya. "Engineering Analysis Methods for Hydraulic Shell Structures with Infill." Solid State Phenomena 265 (September 2017): 779–84. http://dx.doi.org/10.4028/www.scientific.net/ssp.265.779.

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The article examines the history of development and state-of-the-art of the design theory of structures of filled shells delivered in “Civil Engineering” specialist, MSc, and postgraduate engineering disciplines courses. The analysis of the engineering design methods based on the theory of shells propositions has been performed. Structural numerical model field of application expansion has been proved. The obtained parameters and proposed methods can be used in numerical simulations using finite element method to analyze and design the thin shell structures with soil infill. The propositions r
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21

Mackerle, Jaroslav. "Finite Element Vibration and Dynamic Response Analysis of Engineering Structures." Shock and Vibration 7, no. 1 (2000): 39–56. http://dx.doi.org/10.1155/2000/405046.

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This bibliography lists references to papers, conference proceedings, and theses/dissertations dealing with finite element vibration and dynamic response analysis of engineering structures that were published from 1994 to 1998. It contains 539 citations. The following types of structures are included: basic structural systems; ground structures; ocean and coastal structures; mobile structures; and containment structures.
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22

Melcer, J., and V. Valašková. "Dynamic analysis of structures using MATLAB." IOP Conference Series: Materials Science and Engineering 1276, no. 1 (2023): 012007. http://dx.doi.org/10.1088/1757-899x/1276/1/012007.

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Abstract MATLAB is a very important program tool for engineers in practice. For its effective use, it is necessary to prepare students already during their studies at the university. Structural dynamics is an important engineering discipline. The presented paper deals with some applications of the MATLAB in the teaching of Structural Dynamics at the University of Zilina. It follows the legacy of Prof. Koloušek, the author of the slope deflection method in dynamics. It focuses on solving the eigenvalue problems of structures in teaching dynamics. In the appendix it presents lists of programs in
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23

Chen, Hao, Yuanming Xu, Junhao Hu, and Xi Wang. "Optimization of lightweight sub-stiffened panels with buckling analysis and imperfection sensitivity analysis." Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering 233, no. 15 (2019): 5507–21. http://dx.doi.org/10.1177/0954410019856782.

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On the purpose of improving the structural efficiency of stiffened panels, which is widely used in engineering, three promising layouts of sub-stiffened thin-walled structures were optimized in view of structure's initial buckling and further analyzed through post-buckling and imperfection-sensitivity analysis. The optimization tasks were carried out using an integrated framework, which is based on the multidisciplinary optimization platform Model Center and finite element method software ABAQUS. The particle swarm optimization algorithm was applied to optimize layout parameters. Three optimal
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24

Simon, J. W., M. Kreimeier, and D. Weichert. "A selective strategy for shakedown analysis of engineering structures." International Journal for Numerical Methods in Engineering 94, no. 11 (2013): 985–1014. http://dx.doi.org/10.1002/nme.4476.

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25

Sun, Jing Bo, Yong Zhi Zuo, Hai Wen Teng, Tao Zhang, and Huan Liu. "Statistical Analysis of Reinforced Concrete Structures Accidents." Applied Mechanics and Materials 482 (December 2013): 118–22. http://dx.doi.org/10.4028/www.scientific.net/amm.482.118.

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The reason of most accidents in the construction engineering are due to the complicated nature of concrete composition, shortcomings during the construction process, equipment and many other reasons. Reinforced concrete quality account for a large percentage of engineering accidents. In this paper, reinforced concrete structures accident type and its causes were classified and summarized through the summarizing and sorting of different cases, and the relationship between them was analyzed and expounded.
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26

Strauss, A., S. Hoffmann, R. Wendner, and K. Bergmeister. "Structural assessment and reliability analysis for existing engineering structures, applications for real structures." Structure and Infrastructure Engineering 5, no. 4 (2009): 277–86. http://dx.doi.org/10.1080/15732470601185638.

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27

Sánchez, Rafael Molina, Carmen Castillo, and Javier Abanades. "APPLICATION OF RAINFLOW TECHNIQUES FOR THE ANALYSIS OF THE DYNAMIC RESPONSE OF MARINE FLOATING ELEMENTS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 128. https://doi.org/10.9753/icce.v38.structures.128.

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The two main characteristics of an oscillation are its amplitude and period. Although amplitude has always taken the spotlight in the design and verification of maritime structures, in the last twenty years, frequency dominance has gained increasing importance. The operability of maritime operations and the maintenance and preservation of port and offshore structures depend on the oscillatory dynamic response of floating bodies which, in turn, relies on the oscillatory forcing of the free surface. In the field of port engineering, rainflow counting has demonstrated significant advantages compa
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28

Maalej, M., A. Karasaridis, D. Hatzinakos, and S. J. Pantazopoulou. "Spectral analysis of sensor data in civil engineering structures." Computers & Structures 70, no. 6 (1999): 675–89. http://dx.doi.org/10.1016/s0045-7949(98)00211-9.

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29

Chen, Jianjun. "Analysis of engineering structures response to random wind excitation." Computers & Structures 51, no. 6 (1994): 687–93. http://dx.doi.org/10.1016/s0045-7949(05)80007-0.

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30

Dingyue, Chen, Xu Hui, and Dong Jianjia. "Dynamic Analysis of Delayed Damper System in Engineering Structures." Journal of Low Frequency Noise, Vibration and Active Control 20, no. 3 (2001): 149–56. http://dx.doi.org/10.1260/0263092011493109.

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31

Simon, J. W., and D. Weichert. "Shakedown analysis of engineering structures with limited kinematical hardening." International Journal of Solids and Structures 49, no. 15-16 (2012): 2177–86. http://dx.doi.org/10.1016/j.ijsolstr.2012.04.039.

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32

CHEN, D., and H. XU. "DYNAMIC ANALYSIS OF DELAYED DAMPER SYSTEM IN ENGINEERING STRUCTURES." Journal of Sound and Vibration 250, no. 4 (2002): 609–16. http://dx.doi.org/10.1006/jsvi.2001.3937.

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33

Mańko, Zbigniew. "Thermal analysis of engineering structure by the finite strip method." Canadian Journal of Civil Engineering 13, no. 6 (1986): 761–68. http://dx.doi.org/10.1139/l86-111.

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In order to calculate internal forces of a structure resulting from heat input, it is necessary to know how thermal conduction in relation to specific material properties and boundary conditions determines the temperature distribution at various points of the structure. The finite strip method (FSM) is very suitable for the analysis of heat and temperature distribution, heating, and thermal conduction in engineering structures. It (FSM) is especially suitable for those structures of rectangular shape and of identical edge conditions.The work presented illustrates several examples for various t
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34

Xiao, Z., Q. C. Zhao, Z. J. Wen, and M. F. Cao. "Probabilistic Analysis for Structures with Hybrid Uncertain Parameters." Mathematical Problems in Engineering 2020 (January 31, 2020): 1–11. http://dx.doi.org/10.1155/2020/7953628.

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In practical engineering problems, the distribution parameters of random variables cannot be determined precisely due to limited experimental data. The hybrid uncertain model of interval and probability can deal with the problem, but it will produce extensive computation and it is difficult to meet the requirement of the complex engineering problem analysis. In this scenario, this paper presents a vertex method for the uncertainty analysis of the hybrid model. By combining the traditional finite element method, it can be applied to the structural uncertainty analysis. The key of this method is
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35

Decolon,, C., and E. Armanios,. "Analysis of Composite Structures." Applied Mechanics Reviews 56, no. 1 (2003): B5. http://dx.doi.org/10.1115/1.1523357.

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36

Wang, Peng, Heyun Cao, Xingxing Feng, Han Wang, and Hao Zhang. "Natural Vibration Analysis of a Simple Vibration Absorber." Highlights in Science, Engineering and Technology 89 (March 14, 2024): 35–39. http://dx.doi.org/10.54097/s2264r56.

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The slender rod + mass block system is a typical elastic vibration absorber structure, with a simple structural form and strong design ability. It has wide application in engineering. This paper focuses on the inherent vibration characteristics of elastic structures and discusses the effects of gravity and typical geometric parameters on the modal frequency of the absorber structure. The calculation results show that, under the action of gravity, the overall strain rate is very low, and the impact of gravity on the structure's vibration characteristics can be ignored. With the increase of the
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37

Hopper, David M. "Structures and Geriatrics From a Failure Analysis Experience Viewpoint." Applied Mechanics Reviews 46, no. 5 (1993): 213–16. http://dx.doi.org/10.1115/1.3120339.

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In a failure analysis consulting engineering practice one sees a variety of structural failures from which observations may be made concerning geriatric structures. Representative experience with power plants, refineries, offshore structures, and forensic investigations is summarized and generic observations are made regarding the maintenance of fitness for purpose of structures. Although it is important to optimize the engineering design for a range of operational and environmental variables, it is essential that fabrication and inspection controls exist along with common sense based ongoing
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38

Gorokhov, Yevhen, Vadim Gubanov, Sergey Pchelnikov, and Vladimir Mushchanov. "QUALITATIVE ANALYSIS OF OPERATIONAL STRATEGY WITH REFURBISHMENT OF METALWORKS OF ENGINEERING STRUCTURES." Engineering Structures and Technologies 5, no. 3 (2014): 103–12. http://dx.doi.org/10.3846/2029882x.2013.869412.

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The design of engineering structures with metalwork is supposed that corresponding way of operations can support the load-bearing capacity. Because of peculiarities of engineering structures, namely, inaccessibility of a lot of nodes without application of special erection equipment, heavy labour input, etc. – such kind of operation is complicated and sometimes is not carried out. The paper deals with the problems of designing and maintenance of engineering structures with metalwork with specified longevity on the basis of the offered reference methods of principal interaction of designing and
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39

CHALLAMEL, NOËL. "DYNAMIC ANALYSIS OF ELASTOPLASTIC SHAKEDOWN OF STRUCTURES." International Journal of Structural Stability and Dynamics 05, no. 02 (2005): 259–78. http://dx.doi.org/10.1142/s0219455405001593.

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This paper deals with the dynamics of a single-degree-of-freedom elastoplastic oscillator. The model adopted herein is useful for understanding the dynamic behavior of civil engineering structures, such as steel structures, especially when plastic inelasticity is of concern. Using appropriate internal variables, the dynamic hysteretic system can be written as a singular autonomous system. The free vibration of such a nonlinear system reduces to periodic motion. The harmonic forced oscillator can exhibit periodic or quasi-periodic behaviors. A bifurcation diagram is numerically computed, which
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40

Radusky, Leandro G., and Luis Serrano. "pyFoldX: enabling biomolecular analysis and engineering along structural ensembles." Bioinformatics 38, no. 8 (2022): 2353–55. http://dx.doi.org/10.1093/bioinformatics/btac072.

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Abstract Summary Recent years have seen an increase in the number of structures available, not only for new proteins but also for the same protein crystallized with different molecules and proteins. While protein design software has proven to be successful in designing and modifying proteins, they can also be overly sensitive to small conformational differences between structures of the same protein. To cope with this, we introduce here pyFoldX, a python library that allows the integrative analysis of structures of the same protein using FoldX, an established forcefield and modelling software.
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41

Evtushenko, Sergej, and Mikhail Kuchumov. "Linear displacement sensor for monitoring engineering structures of buildings and structures." Construction and Architecture 11, no. 1 (2023): 23. http://dx.doi.org/10.29039/2308-0191-2022-11-1-23-23.

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The article provides an analysis of techniques and devices used in monitoring and evaluating the parameters of the stress-strain state of load-bearing structures of buildings and structures. The prototype and the principle of operation of converters for measuring linear displacements under dynamic loads are described. The description of a new innovative linear sensor developed on the basis of an "electro-chemical converter" is given. At the end of the article, the tasks and directions of further research are given.
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42

Zhao, Tian Yu, Fan Chun Li, and Hong Ren. "Legs of Ocean Platform in the Gulf of Bohai Ice Load Safety Analysis." Advanced Materials Research 1052 (October 2014): 410–15. http://dx.doi.org/10.4028/www.scientific.net/amr.1052.410.

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Ocean engineering structures often suffer from ice disaster damages, and the mechanism of interaction between sea ice and ocean structures is complex, the sea ice own properties are also changeful. Based on field researches and statistical results we can know the ice force amplitude. The solid model was established by the ANSYS Workbench module, then simulate the interaction of ice load and ocean engineering structures to verify the safety of ocean engineering structure. This kind of treatment provides an effective method for solving the similar problems, to guarantee the safety of ocean engin
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43

Fajri, Aprianur, Aditya Rio Prabowo, Nurul Muhayat, Dharu Feby Smaradhana, and Aldias Bahatmaka. "Fatigue Analysis of Engineering Structures: State of Development and Achievement." Procedia Structural Integrity 33 (2021): 19–26. http://dx.doi.org/10.1016/j.prostr.2021.10.004.

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44

Li, Hao Jin, Jun Jie Li, and Fei Kang. "Artificial Bee Colony Algorithm for Reliability Analysis of Engineering Structures." Advanced Materials Research 163-167 (December 2010): 3103–9. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3103.

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Artificial bee colony algorithm is a noval optimization method which is inspired by bee colony foraging behavior. Its use in the structure reliability field presents not only the advantage of its facility of implementation, but also the capability to obtain the design point and the failure probability with good accuracy. And by this method, the reliability index of nonlinear and complex limit state function which iteration scheme may fail to converge could be obtained with efficiency. It is demonstrated by four examples that the present method is reliable and accurate in reliability analysis o
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45

Wang, Zhaoliang, Wei-Chau Xie, and M. D. Pandey. "Computationally Efficient Vector-Valued Seismic Risk Analysis of Engineering Structures." Journal of Structural Engineering 142, no. 9 (2016): 04016053. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001504.

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46

Zhou, Hao, and Jie Li. "Physical synthesis method for global reliability analysis of engineering structures." Mechanical Systems and Signal Processing 140 (June 2020): 106652. http://dx.doi.org/10.1016/j.ymssp.2020.106652.

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47

Gantes, C., J. J. Connor, and R. D. Logcher. "Combining numerical analysis and engineering judgment to design deployable structures." Computers & Structures 40, no. 2 (1991): 431–40. http://dx.doi.org/10.1016/0045-7949(91)90368-v.

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48

Xu, Jun, Jianbing Chen, and Jie Li. "Probability density evolution analysis of engineering structures via cubature points." Computational Mechanics 50, no. 1 (2012): 135–56. http://dx.doi.org/10.1007/s00466-011-0678-2.

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49

Politko, Valentin A., Sergey V. Solomatin, Anastasia I. Karakozova, and Pavel A. Truskov. "Ice loads on hydraulic engineering structures: enhancement of analysis methods." Vestnik MGSU, no. 5 (May 2020): 701–11. http://dx.doi.org/10.22227/1997-0935.2020.5.701-711.

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Introduction. It is very important to properly analyze ice loads when selecting architectural and structural solutions for hydraulic engineering structures (HS), as this analysis has a significant impact on the economic efficiency of a construction project as a whole. Since this discipline is relatively new and relevant for certain areas only, the use of the finite-element method is not common for the modeling of ice as compared to other materials, such as concrete and steel, and it is rarely used in design.
 Materials and methods. Ice loads are classified into types subject to the availa
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50

Iwasaki, Toshio. "Response Analysis of Civil Engineering Structures Subjected to Earthquake Motions." Journal of Disaster Research 1, no. 2 (2006): 274–95. http://dx.doi.org/10.20965/jdr.2006.p0274.

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The Niigata Earthquake, measuring a magnitude of 7.5 on the Richter scale, hit the northwestern part of Honshu, Japan, on June 16th, 1964. The epicenter was under the sea about 55 km north from Niigata city, and the hypocentral depth was 20 to 30 km. The earthquake brought about severe damage to various engineering structures in the alluvial plain near the mouth of the Shinano River and the Agano River. Especially in the vicinity of the mouth of the Shinano River where loose sand layers plus a high water table exist, many modernstructures such as reinforced concrete buildings, highway bridges,
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