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Zeitschriftenartikel zum Thema „Structures“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 31. Juli 2024

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1

Yamasaki, Satoshi, und Kazuhiko Fukui. „2P266 Tertiary structure prediction of RNA-RNA complex structures using secondary structure information(22A. Bioinformatics: Structural genomics,Poster)“. Seibutsu Butsuri 53, supplement1-2 (2013): S203. http://dx.doi.org/10.2142/biophys.53.s203_1.

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2

Janoschek, Rudolf. „Structures, Structures, and Structures“. Angewandte Chemie International Edition in English 31, Nr. 3 (März 1992): 290–92. http://dx.doi.org/10.1002/anie.199202901.

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3

Smith, Henry E. „Structured Settlements as Structures of Rights“. Virginia Law Review 88, Nr. 8 (Dezember 2002): 1953. http://dx.doi.org/10.2307/1074013.

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4

HORNUNG, Martin, Takahisa DOBA, Rajat AGARWAL, Mark BUTLER und Olaf LAMMERSCHOP. „Structural Adhesives for Energy Management and Reinforcement of Body Structures“. Journal of The Adhesion Society of Japan 44, Nr. 7 (2008): 258–63. http://dx.doi.org/10.11618/adhesion.44.258.

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5

Ibrahim, M. K. „Radix-2nmultiplier structures: a structured design methodology“. IEE Proceedings E (Computers and Digital Techniques) 140, Nr. 4 (Juli 1993): 185–90. http://dx.doi.org/10.1049/ip-e.1993.0026.

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6

Elyiğit, Belkıs, und Cevdet Emin Ekinci. „A RESEARCH ON STRUCTURAL AND NON-STRUCTURAL DAMAGES AND DAMAGE ASSESSMENT IN REINFORCED CONCRETE STRUCTURES“. NWSA Academic Journals 18, Nr. 2 (25.04.2023): 19–42. http://dx.doi.org/10.12739/nwsa.2023.18.2.1a0485.

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7

Khalaf, Mohammed M., und Ahmed Elmoasry. „ -WEAK STRUCTURES“. Indian Journal of Applied Research 4, Nr. 1 (01.10.2011): 351–55. http://dx.doi.org/10.15373/2249555x/jan2014/103.

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8

Zilberman, M., N. D. Schwade, R. S. Meidell und R. C. Eberhart. „Structured drug-loaded bioresorbable films for support structures“. Journal of Biomaterials Science, Polymer Edition 12, Nr. 8 (Januar 2001): 875–92. http://dx.doi.org/10.1163/156856201753113079.

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9

Kraus, Felix, Ezequiel Miron, Justin Demmerle, Tsotne Chitiashvili, Alexei Budco, Quentin Alle, Atsushi Matsuda, Heinrich Leonhardt, Lothar Schermelleh und Yolanda Markaki. „Quantitative 3D structured illumination microscopy of nuclear structures“. Nature Protocols 12, Nr. 5 (13.04.2017): 1011–28. http://dx.doi.org/10.1038/nprot.2017.020.

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10

Jie Chen, M. K. H. Fan und C. N. Nett. „Structured singular values with nondiagonal structures. I. Characterizations“. IEEE Transactions on Automatic Control 41, Nr. 10 (1996): 1507–11. http://dx.doi.org/10.1109/9.539434.

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11

Jie Chen, M. K. H. Fan und C. N. Nett. „Structured singular values with nondiagonal structures. II. Computation“. IEEE Transactions on Automatic Control 41, Nr. 10 (1996): 1511–16. http://dx.doi.org/10.1109/9.539435.

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12

Patil, K. S., und Ajit K. Kakade. „Seismic Response of R.C. Structures With Different Steel Bracing Systems Considering Soil - Structure Interaction“. Journal of Advances and Scholarly Researches in Allied Education 15, Nr. 2 (01.04.2018): 411–13. http://dx.doi.org/10.29070/15/56856.

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13

Bhattacharya, Ananyo. „Protein structures: Structures of desire“. Nature 459, Nr. 7243 (Mai 2009): 24–27. http://dx.doi.org/10.1038/459024a.

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14

Aftandiliants, Ye G. „Modelling of structure forming in structural steels“. Naukovij žurnal «Tehnìka ta energetika» 11, Nr. 4 (10.09.2020): 13–22. http://dx.doi.org/10.31548/machenergy2020.04.013.

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The study showed that the influence of alloying elements on the secondary structure formation of the steels containing from 0.19 to 0.37 wt. % carbon; 0.82-1.82 silicon; 0.63-3.03 manganese; 1.01-3.09 chromium; 0.005-0.031 nitrogen; up to 0.25 wt.% vanadium and austenite grain size is determined by their change in the content of vanadium nitride phase in austenite, its alloying and overheating above tac3, and the dispersion of ferrite-pearlite, martensitic and bainitic structures is determined by austenite grain size and thermal kinetic parameters of phase transformations. Analytical dependencies are defined that describe the experimental data with a probability of 95% and an error of 10% to 18%. An analysis results of studying the structure formation of structural steel during tempering after quenching show that the dispersion and uniformity of the distribution of carbide and nitride phases in ferrite is controlled at complete austenite homogenization by diffusion mobility and the solubility limit of carbon and nitrogen in ferrite, and secondary phase quantity in case of the secondary phase presence in austenite more than 0.04 wt. %. Equations was obtained which, with a probability of 95% and an error of 0.7 to 2.6%, describe the real process.

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15

Yuksel, Yalcin, Selahattin Kayhan, Yesim Celikoglu und Kubilay Cihan. „OPEN TYPE QUAY STRUCTURES UNDER PROPELLER JETS“. Coastal Engineering Proceedings 1, Nr. 33 (11.10.2012): 19. http://dx.doi.org/10.9753/icce.v33.structures.19.

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In recent years, dramatically increases in ship dimensions and installed engine power, introduction of new type of special purpose ships and use of roll-on/roll-of, ferries, container ships can cause damage which in many cases threatens to undermine berth structures. Vessel jets of these types of ships can change flow area and cause erosion and scour around foundation of berth structures. Due to the damages in berth structures maintenance and repair cost may increase and also cause management losses. For this reason vessel jet induced the flow area around the berth structures during ships berthing and un-berthing operations are extremely important factor for the port structure design. This study is related with investigation of the flow characteristics at the sea bed around the pile, experimentally. Vessel jets were simulated both as circular wall jet and also propeller jet. The objective of this study is to determine the sea bed shear stress and velocity profiles along the jet axis for open type wharf structures (around a cylindrical piles and also on the slopes). Hot film anemometers were used to measure the magnitude of the bed shear stresses. The results from propeller jet experiments explained the erosion over the slopes. Bed shear and velocity profile measurements were carried out on the rigid bed conditions.

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16

Baragmage, Dilshan S. P. Amarasinghe, Bahareh Forouzan, Koushyar Shaloudegi, Narutoshi Nakata und Weiming Wu. „HYBRID SIMULATION OF COASTAL LOADING ON STRUCTURES“. Coastal Engineering Proceedings, Nr. 36 (30.12.2018): 15. http://dx.doi.org/10.9753/icce.v36.structures.15.

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Hybrid simulation combines the physical testing and computer modeling to analyze the dynamic responses of structures to external impacts (Hakuno et al., 1969). This relatively novel technique has been widely used in earthquake engineering. In the present study, it is extended to analyze the responses of structures to coastal loadings. This paper concerns mainly on the hydrodynamic loading induced by storm surge and tsunami events.

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17

Yamasaki, Satoshi, Shugo Nakamura und Kazuhiko Fukui. „2P130 Attempts to predict RNA tertiary structures using fragment structural library based on secondary structures(The 48th Annual Meeting of the Biophysical Society of Japan)“. Seibutsu Butsuri 50, supplement2 (2010): S105. http://dx.doi.org/10.2142/biophys.50.s105_2.

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18

Marsden, Terry, Jonathan Murdoch und Andrew Flynn. „Regulating Land Development: Local Market Structures and Structured Markets“. Rural Sociology 58, Nr. 4 (03.02.2010): 599–625. http://dx.doi.org/10.1111/j.1549-0831.1993.tb00515.x.

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19

Harris, Philip J. „Computer analysis of structures — matrix structural analysis structured programming“. Canadian Journal of Civil Engineering 14, Nr. 6 (01.12.1987): 860–61. http://dx.doi.org/10.1139/l87-128.

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20

Harris, Philip J. „Computer analysis of structures — matrix structural analysis structured programming“. Canadian Journal of Civil Engineering 14, Nr. 6 (01.12.1987): 863. http://dx.doi.org/10.1139/l87-131.

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21

Buffoni, Giuseppe, und Sara Pasquali. „Structured population dynamics: continuous size and discontinuous stage structures“. Journal of Mathematical Biology 54, Nr. 4 (07.12.2006): 555–95. http://dx.doi.org/10.1007/s00285-006-0058-2.

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22

Jeon, Haemin, Jae-Uk Shin und Hyun Myung. „Incremental displacement estimation of structures using paired structured light“. Smart Structures and Systems 9, Nr. 3 (25.03.2012): 273–86. http://dx.doi.org/10.12989/sss.2012.9.3.273.

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23

Patterson, Nat. „INNOVATIVE SEAWALL DESIGN DEVELOPMENT IN NSW, AUSTRALIA: 4 RECENT CASE STUDIES“. Coastal Engineering Proceedings, Nr. 37 (02.10.2023): 14. http://dx.doi.org/10.9753/icce.v37.structures.14.

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Coastal development is coming under increasing pressure from climate change. Management of erosion hazards essentially involves retreat or protection. Where hard coastal protection structures are selected, the aesthetics and amenity benefit, in addition to the protection functionality, are subjected to ever-increasing scrutiny. With legislative changes in NSW essentially limiting temporary coastal protection to sand-filled geocontainer structures and decision-makers becoming more stringent about hard structures, the demand for temporary structures is also on the rise. This presentation will cover four recent, completed case studies in NSW including two temporary medium-term structures at Stockton (Newcastle) using geocontainer and Rock Bags and two longer term hard structures at Kingscliff (Tweed Shire) and Avoca (Central Coast). Innovative solutions have been developed for the varying design scenarios.

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24

Wellens, Peter, M. J. A. Borsboom und M. R. A. Van Gent. „3D SIMULATION OF WAVE INTERACTION WITH PERMEABLE STRUCTURES“. Coastal Engineering Proceedings 1, Nr. 32 (31.01.2011): 28. http://dx.doi.org/10.9753/icce.v32.structures.28.

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COMFLOW is a general 3D free-surface flow solver. The main objective in this paper is to extend the solver with a permeable flow model to simulate wave interaction with rubble-mound breakwaters. The extended Navier-Stokes equations for permeable flow are presented and we show the discretization of these equations as they are implemented in COMFLOW. An analytical solution for the reflection coefficient of a permeable structure is derived and the numerical model is compared to the solution. In addition, a validation study has been performed, in which we compare the numerical results with an experiment. In the experiment, pressures and surface elevations are measured inside a permeable structure. The measurements are represented well by the simulation results. At the end, a 3D application of the model is shown.

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25

Robertson, I. N. „RECENT ADVANCES IN TSUNAMI DESIGN OF COASTAL STRUCTURES“. Coastal Engineering Proceedings, Nr. 37 (02.10.2023): 83. http://dx.doi.org/10.9753/icce.v37.structures.83.

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The 2004 Indian Ocean Tsunami initiated a rapid increase in tsunami research, particularly as it relates to the performance of coastal structures during tsunami inundation. The subsequent Chile tsunami in 2010 and Great Japan Earthquake and Tsunami (or Tohoku Tsunami) in 2011 re-invigorated the urgency of developing design provisions for tsunami loading on coastal structures. The culmination of this experimental and theoretical research, and field reconnaissance after damaging tsunamis, resulted in the development of a new Chapter 6 “Tsunami Loads and Effects” in the ASCE7-16 Standard “Minimum Design Loads and Asso-ciate Criteria for Buildings and Other Structures”. This paper briefly reviews the ASCE7-16 tsunami design provisions. The application of these provisions to the design of new tsunami vertical evacuation refuge struc-tures in Oregon and Washington States, and new multistory residential buildings in Waikiki, Hawaii, will be presented. This paper also introduces recent modifications to the tsunami design provisions approved for the ASCE7-22 Standard published in December 2021. These modifications were prompted by recent laboratory research, observations after the earthquake and tsunami in Palu, Indonesia, and updates to numerical model-ing procedures for tsunami inundation.

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26

Tamura, Shohei, Yaemi Teramoto, Jiro Katto und Hiroshi Wako. „1P041 Structural alignment with Delaunay codes characterizing local structures and structural motifs identified by the alignment(1. Protein structure and dynamics (I),Poster Session,Abstract,Meeting Program of EABS & BSJ 2006)“. Seibutsu Butsuri 46, supplement2 (2006): S157. http://dx.doi.org/10.2142/biophys.46.s157_1.

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27

Kim, Young-Taek, Jong-In Lee und Sungwon Shin. „MODEL TESTS ON WAVE TRANSMISSION COEFFICIENT FOR RUBBLE MOUND STRUCTURES WITH SUPERSTRUCTURES“. Coastal Engineering Proceedings, Nr. 36 (30.12.2018): 17. http://dx.doi.org/10.9753/icce.v36.structures.17.

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The coastal structures, such as breakwaters, are constructed to provide the calm basin for ships and to protect the harbor facilities. The adequate design and the evaluation of design parameters are indispensable. The determination of crest height of coastal structures is one of the most important design process among all procedures. The allowable wave overtopping, the relative crest height (Rc/Hs) and the wave transmission could be applied to design the crest height of structures. The previous studies on the wave transmission coefficients were mainly conducted about the low crested structures. The previous design method could not cover the conventional breakwaters with superstructures. In this study, the wave transmission coefficient for rubble mound structures with superstructures would be investigated with hydraulic model tests.

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28

Dang, Hai Van, Sungwon Shin, Hyoungsu Park, Tori Tomiczek, Daniel Cox und Dong-Soo Hur. „AN INTER-COMPARISON STUDY OF GREEN AND GRAY STRUCTURE EFFECTS ON OVERLAND FLOW FLOODING AND FORCE ON COASTAL BUILDINGS“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 28. http://dx.doi.org/10.9753/icce.v37.structures.28.

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Coastal communities have been prone to extreme inundations generated by storm surges and tsunamis. Especially inundated overland flows adversely impact low-lying areas. Therefore, mitigation solutions are essential in protecting human lives and infrastructures. So far, hard structures (gray structures) have been widely used to protect coastal communities against severe flooding. Recently, Natural and Nature-Based Features (NNBF, green structures) also have been studied for flood hazard mitigation, such as mangroves (Tomiczek et al., 2020), dunes, reefs, etc. However, the inter-comparison studies of gray and green structures in the flooding and force reduction have not been investigated sufficiently. Therefore, the present study investigated the physical and numerical model comparison of gray and green structures regarding flooding hydrodynamics and forces on the buildings.

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29

Rossi, Emanuele. „Structures“. Annuaire international de justice constitutionnelle 17, Nr. 2001 (2002): 389–98. http://dx.doi.org/10.3406/aijc.2002.1649.

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30

Hoppenhaus, Kerstin, Anna Wienhard und Manfred Salmhofer. „Structures“. Mitteilungen der Deutschen Mathematiker-Vereinigung 26, Nr. 4 (01.12.2018): 181–85. http://dx.doi.org/10.1515/dmvm-2018-0056.

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31

Woodward, Chris T. „structures“. Duke Mathematical Journal 93, Nr. 2 (Juni 1998): 345–77. http://dx.doi.org/10.1215/s0012-7094-98-09312-7.

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32

Fierro, Eduardo. „Structures“. Earthquake Spectra 19, Nr. 1_suppl (Januar 2003): 145–54. http://dx.doi.org/10.1193/1.1737248.

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33

Gardner, Leroy. „Structures“. Structures 1 (Februar 2015): 1. http://dx.doi.org/10.1016/j.istruc.2014.12.002.

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34

Townes, Emilie M. „Structures“. Journal of Feminist Studies in Religion 38, Nr. 1 (April 2022): 15–17. http://dx.doi.org/10.2979/jfemistudreli.38.1.03.

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35

Miyaoka, Reiko. „Lie contact structures and conformal structures“. Kodai Mathematical Journal 14, Nr. 1 (1991): 42–71. http://dx.doi.org/10.2996/kmj/1138039339.

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36

Laudenbach, François, und Gaël Meigniez. „Haefliger structures and symplectic/contact structures“. Journal de l’École polytechnique — Mathématiques 3 (2016): 1–29. http://dx.doi.org/10.5802/jep.27.

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37

Mann, Benjamin M., Krzysztof Galicki und Charles P. Boyer. „Hypercomplex structures from 3-Sasakian structures“. Journal für die reine und angewandte Mathematik (Crelles Journal) 1998, Nr. 501 (01.08.1998): 115–41. http://dx.doi.org/10.1515/crll.1998.074.

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38

Binda, L. „Building Civil Structures and Masonry Structures“. Construction and Building Materials 16, Nr. 7 (Oktober 2002): 377–78. http://dx.doi.org/10.1016/s0950-0618(02)00039-9.

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39

Van Cutsem, Bernard. „Combinatorial structures and structures for classification“. Computational Statistics & Data Analysis 23, Nr. 1 (November 1996): 169–88. http://dx.doi.org/10.1016/s0167-9473(96)00028-x.

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40

Zhou, Xiangnan, und Qingguo Li. „Partial residuated structures and quantum structures“. Soft Computing 12, Nr. 12 (26.02.2008): 1219–27. http://dx.doi.org/10.1007/s00500-008-0283-2.

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41

Barron, Tatyana, und Mohammad Shafiee. „Multisymplectic structures induced by symplectic structures“. Journal of Geometry and Physics 136 (Februar 2019): 1–13. http://dx.doi.org/10.1016/j.geomphys.2018.10.008.

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42

Mizner, Robert I. „Almost CR Structures, $f$-Structures, Almost Product Structures and Associated Connections“. Rocky Mountain Journal of Mathematics 23, Nr. 4 (Dezember 1993): 1337–59. http://dx.doi.org/10.1216/rmjm/1181072496.

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43

Goedhart, Wisse, Bas Hofland, Coen Kuiper, Wouter Ockeloen und Matthieu de Schipper. „EXPERIMENTAL STUDY ON WAVE-INDUCED SCOUR IN FRONT OF SLOPING COASTAL STRUCTURES AND THE INFLUENCE OF BED PROTECTION“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 102. http://dx.doi.org/10.9753/icce.v37.structures.102.

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The erosion of the seabed in front of coastal structures induced by waves can lead to multiple types of failure in stability or function of the structure. On this topic most research has been done into erosion in front of vertical structures (e.g. Xie, 1981). For sloping structures a knowledge gap exists in the understanding of the processes that lead to erosion of seabed material directly in front of the structure. Available studies for sloping structures were done with regular waves (e.g. Sumer and Fredsøe, 2000) or for a low number of irregular waves (e.g. Den Bieman et al., 2019). In this study the main parameters that lead to development of scour in front of sloping structures are investigated. Additionally a method is presented that will help with predicting maximum scour depth when designing a sloping coastal structure.

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44

April-LeQuéré, Philippe, Ioan Nistor und Abdolmajid Mohammadian. „SCOUR AMPLIFICATION CAUSED BY STRUCTURE PROXIMITY IN EXTREME FLOWS“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 11. http://dx.doi.org/10.9753/icce.v37.structures.11.

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Forensic engineering field surveys of recent tsunamis (Saatcioglu et al. 2005, Chock et al. 2013) highlighted the importance of scour-related damage to structures located in coastal communities. To date, only a limited number of studies have investigated the interaction of extreme hydrodynamic flows and groups of structures, and none have studied the scour around multiple structures interacting with each other. One field example discussed by Yeh et al. (2013) documented flow concentration in between two tsunami-resistant buildings, leading to a deep scour hole between them and infrastructure failures onshore of the gap between the two buildings. This field example shows that multiple buildings, often crammed, lead to complex flow-structure interactions, leading to flow and scour either amplification or reduction depending on the relative position of the buildings. Nouri et al. (2010) and Thomas et al. (2015) investigated the flow velocity amplification caused by structures proximity, which concentrated the flow onto a downstream monitored structure. Their results informed the ASCE7 Ch.6 “Tsunami Loads and Effect” standard on flow velocity amplification caused by nearby structures. However, in this standard, there is currently no link between flow velocity amplification factors and their effects on scour around structures.

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45

Sakakiyama, Tsutomu. „TSUNAMI PRESSURE ON STRUCTURES DUE TO TSUNAMI INUNDATION FLOW“. Coastal Engineering Proceedings 1, Nr. 34 (28.10.2014): 42. http://dx.doi.org/10.9753/icce.v34.structures.42.

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46

Bali, Meysam, Amir Etemad-Shahidi und Marcel R. A. van Gent. „STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 4. http://dx.doi.org/10.9753/icce.v37.structures.4.

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Stability formulae for armour layers of rubble mound breakwaters are generally developed for perpendicular wave attack and do not include effects of oblique waves. Waves usually attack breakwater obliquely as the sea wave is three dimensional. Several studies have been performed to investigate the effect of wave angle (beta) on the armor stability. Galland (1994), Yu et al. (2002), Wolters and Van Gent (2010) and van Gent (2014) performed laboratory experiments to consider effects of oblique waves on the stability of armour layers. They performed tests with long-crested and/or short-crested waves on rock and concrete armours. The aim of this study is to find an appropriate and compatible reduction factor for EBV stability formulae.

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47

Park, JeongCheol, Jun-Hyuck Sohn und Kyu-Han Kim. „INVESTIGATION OF SEAWATER EXCHANGE RATE FOR COASTAL PROTECTION STRUCTURES“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 57. http://dx.doi.org/10.9753/icce.v37.structures.57.

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Various types of coastal structures have been used as a measure to effectively block the incident high waves to control the damage behind the coast. In order to achieve the needs and specific purposes of residents, it is often constructed in a structure with strong closure, and in this case, water quality and low quality pollution may occur due to the inflow of contaminated water and congestion of seawater. In order to solve this problem, this study reviewed various kinds of countermeasures that induce seawater exchange inside and outside the facility using natural energy such as waves and tidal changes.

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48

ElDarwich, Hamid S., und Krisna Adi Pawitan, Iman Mansouri, Maria M. Garlock. „HYDROSTATIC STABILITY EXPLORATION ON FLOATING STRUCTURES USING MACHINE LEARNING“. Coastal Engineering Proceedings, Nr. 37 (01.09.2023): 78. http://dx.doi.org/10.9753/icce.v37.structures.78.

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A hydrostatic stability analysis is an important first step in designing floating structures. Most of the currently available commercial software is limited to hydrostatic stability curves. Current research tries to address this limitation, by developing a framework which couples numerical hydrostatic stability analysis based on potential energy minimization, with a machine learning (ML) model based on genetic programming (GP). In this way, potential energy functions are efficiently obtained. The resulting analytical formulations offer a wider understanding of the hydrostatic stability of floating structures.

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Esteban, Miguel, Izumi Morikubo, Tomoya Shibayama, Rafael Aranguiz-Muñoz, Takahito Mikami, Thao Danh Nguyen, Koichiro Ohira und Akira Ohtani. „STABILITY OF RUBBLE MOUND BREAKWATERS AGAINST SOLITARY WAVES“. Coastal Engineering Proceedings 1, Nr. 33 (14.12.2012): 9. http://dx.doi.org/10.9753/icce.v33.structures.9.

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No formulas currently exist to design armour units against tsunami attack. To develop such formulae, laboratory experiments were carried out to clarify the failure mechanism of these types of structures. Also, the behavior of armour units against real cases of tsunami attack during the 2011 Tohoku tsunami were evaluated. Both the results of the laboratory experiments and the breakwaters studied in the field where then analyzed in terms of well established formulas such as that of Van der Meer or Hudson. The design of structures that only fail partially during a given tsunami event (“resilient” or “tenacious” structures) should be prioritized in future counter-measures, and in order to make it possible to construct such structures a modification of the Hudson formula for their design is proposed.

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50

Howe, Daniel, und Ron J. Cox. „UPGRADING BREAKWATERS IN RESPONSE TO SEA LEVEL RISE: PRACTICAL INSIGHTS FROM PHYSICAL MODELLING“. Coastal Engineering Proceedings, Nr. 36 (30.12.2018): 35. http://dx.doi.org/10.9753/icce.v36.structures.35.

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Coastal structures in many parts of the world are typically designed for depth-limited breaking wave conditions. With a projected sea level rise of up to 90 cm by 2100 (Church et al., 2013), the design wave height for these structures is expected to increase. Many of these structures will require significant armour upgrades to accommodate these new design conditions (for example, a 25% increase in wave height will require the mass of similar density armour to be doubled).

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