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Journal articles on the topic 'Wharves'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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1

Zhang, Penglin, Hongli Li, Junqiang Wang, and Jiewen Hong. "Analysis of Spatial Wharf Pattern of the Yangtze River Delta Urban Agglomeration, China." ISPRS International Journal of Geo-Information 8, no. 12 (November 28, 2019): 541. http://dx.doi.org/10.3390/ijgi8120541.

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Wharves, which play a vital role in ensuring and promoting social progress and national economic development, are important in water transportation. At present, studies on related fields mainly focus on ports. A robust research system has been formed through the continuous development of port geography from the perspective of space. However, the number of relevant studies on wharves is limited. This study explores the spatial distribution characteristics of wharves in the Yangtze River Delta Urban Agglomeration by using spatial analysis methods, such as nearest neighbor index, multi-distance spatial clustering, kernel density estimation, and standard deviation ellipse. Moreover, it evaluates the allocation level of wharves from different scales by constructing an index system based on the location data of 1264 wharves in the Yangtze River Delta Urban Agglomeration. Results show that the spatial pattern of wharves exhibits evident aggregation and regional differences. The spatial distribution of wharves is characterized by a “band” structure, which is densely distributed along the Yangtze River and the eastern coast. The allocation level of wharves presents evident agglomeration at different scales. The relationship between the spatial wharf pattern and the economy shows that high gross domestic product and total imports and exports correspond to a considerable number of wharves.
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2

Zhao, Xuan, Xu Liao, Zhaohui Hu, Xian Li, Ying Nie, Jun Liu, and Yuming Xu. "Seismic Fragility Analysis of Steel Pipe Pile Wharves with Random Pitting Corrosion." Buildings 13, no. 10 (October 17, 2023): 2619. http://dx.doi.org/10.3390/buildings13102619.

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This paper investigates the seismic damage behavior of steel pipe pile wharves after pitting corrosion. The seismic intensity is treated as random, and a probabilistic strength model for randomly pitting corroded steel is utilized to assess the seismic response of a typical steel pipe pile wharf. By analyzing the internal force response of each pile and the deformation response of the deck and soil slope, the process of seismic failure in steel pipe pile wharves with different pitting corrosion ratios is investigated. The results demonstrate that pitting corrosion amplifies the internal force within the steel pipe piles, leading to more severe seismic damage. Additionally, probabilistic seismic demand functions are established for the most vulnerable row of piles affected by random pitting corrosion, and the seismic fragility of the pipe pile wharves considering different pitting corrosion ratios is evaluated. These findings provide valuable insights for the design and strengthening of steel pipe pile wharves.
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3

Song, Bo, Hai Long Wang, and Shi Jing Liu. "Comparative Study on Seismic Design Method of High-Piled Wharf of Different Depth in China and Japan." Advanced Materials Research 919-921 (April 2014): 1043–46. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.1043.

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As many high-piled wharves are in an earthquake zone in home and abroad, so it is vitally important to conduct seismic design to ensure them with a certain seismic capacity. Studies showed that the wharves with straight piles have better seismic performance than wharves with oblique pile. According to the standards in China and Japan, this paper will compare the indicators of seismic performance, including the calculation length of piles, seismic inertial force, bearing capacity etc. The difference between Chinese code and Japanese code will be confirmed through comparison. The comparative results show that the differences mainly in the embedded solid position and the horizontal force etc. Additionally, according to the comparison of different depth of high-piled wharf, there is an increasing trend of the indicators with increasing depth of water.
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4

Dubrovin, L. I., and M. A. Preobrazhenskaya. "Ice wharves in the Antarctic." Polar Geography and Geology 9, no. 2 (April 1985): 108–15. http://dx.doi.org/10.1080/10889378509377243.

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5

Jackson, Ben, Barbara Neis, Andrew Canning, and Scott MacKinnon. "Safety on Newfoundland’s fishing wharves." Safety Science 60 (December 2013): 1–12. http://dx.doi.org/10.1016/j.ssci.2013.06.004.

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6

Balomenos, Georgios P., and Jamie E. Padgett. "EFFECTS OF WAVE LOADING CONDITIONS ON THE FRAGILITY OF PILE-SUPPORTED WHARVES/PIERS." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 29. http://dx.doi.org/10.9753/icce.v36.structures.29.

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Pile-supported wharves/piers are often subjected to extreme forces caused by coastal hazards. For instance, hurricanes Katrina (2005) and Wilma (2005) caused significant structural damage to pile-supported piers (Gutierrez et al. 2006) and wharves (Bardi et al. 2007), respectively. The problem becomes more pressing as the hazard exposure of these structures evolves with sea level rise caused by climate change (Lamberti et al. 2011). Thus, in light of gaps in the risk assessment of these structures in hurricane prone regions, Balomenos and Padgett (2018a) proposed the first probabilistic framework for developing analytical fragility models for pile-supported wharves/piers vulnerable to hurricane-induced storm surge and waves. Then, Balomenos and Padgett (2018b) adopted this framework to provide an initial exploration into the sensitivity of the fragility estimate to epistemic uncertainties in the wave load model. However, considering that the wave period may have a significant variation at or near the coast based on reported periods during hurricanes Katrina and Rita (Dietrich et al. 2011), this study further explores the influence of hazard parameter variation on the resulting failure probability of these structures, while propagating uncertainties in other parameters such as concrete compressive strength, deck thickness, etc.
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7

Suits, L. D., T. C. Sheahan, Nason J. McCullough, Stephen E. Dickenson, Scott M. Schlechter, and Jonathan C. Boland. "Centrifuge Seismic Modeling of Pile-Supported Wharves." Geotechnical Testing Journal 30, no. 5 (2007): 14066. http://dx.doi.org/10.1520/gtj14066.

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8

Putcha, C. S., and J. M. Ferritto. "Seismic System Reliability Study Of Navy Wharves." International Journal of Modelling and Simulation 19, no. 2 (January 1999): 165–73. http://dx.doi.org/10.1080/02286203.1999.11760418.

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9

Knox, George E. "PREVENTION OF DETERIORATION IN WATERFRONT STRUCTURES." Coastal Engineering Proceedings 1, no. 3 (January 1, 2000): 20. http://dx.doi.org/10.9753/icce.v3.20.

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The Bureau of Yards and Docks is greatly interested in prevention of deterioration and the preservation of marine structures such as wharves, piers, quay walls, mooring dolphins and various other structures which form a part of all of our coastal Naval stations.
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10

Wong, Geoff, Phillip Howard, and Shaun Holmes. "Float-on/float-off wharves: one prepared earlier." APPEA Journal 53, no. 2 (2013): 490. http://dx.doi.org/10.1071/aj12101.

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The recently considered concepts for a wharf development identified a number of options, including conventional wharf topside modules on steel tubular piled foundations, steel-jacket-type modules anchored to the seabed, concrete caissons, and a hybrid wharf substructure with a Gravity Base Structure (GBS) connected into a steel jacket sub-frame. Due to the unprecedented demand for site-based skilled labour and a marine construction plant on the Australian coast from numerous major resource projects, further consideration was given to the pre-assembled hybrid wharf alternative and the associated cost, fabrication yard availability, and transport issues. To overcome the potential limits and risks of constructing and sea-towing a concrete base structure, the preferred option is to use a multi-cell steel base instead of concrete. The GBS method of construction is to use mature technology in the offshore oil and gas industry and can take advantage of modularisation of the substructure and topsides by fully fitting out larger units in overseas fabrication yards. For alternate wharf applications, the GBS has the potential of allowing pre-assembly and pre-commissioning of equipment and systems, or the ability to enhance the substructure installation in readiness for topsides installation (either floatover integral topsides or modular lift). It also opens up a wide choice of existing fabrication yards and shops in China or Korea that either fabricate wharf or jacket substructure components now, or are in close proximity to existing loading-dock facilities. This can result in considerable schedule and cost savings by reducing site (offshore) labour and plant costs.
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11

McDonald, Molly R. "Wharves and Waterfront Retaining Structures as Vernacular Architecture." Historical Archaeology 45, no. 2 (June 2011): 42–67. http://dx.doi.org/10.1007/bf03376831.

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12

Ramirez-Henao, Andres F., and J. Paul Smith-Pardo. "Elastic stability of pile-supported wharves and piers." Engineering Structures 97 (August 2015): 140–51. http://dx.doi.org/10.1016/j.engstruct.2015.04.007.

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13

Chiaramonte, Maurizio M., Pedro Arduino, Dawn E. Lehman, and Charles W. Roeder. "Seismic analyses of conventional and improved marginal wharves." Earthquake Engineering & Structural Dynamics 42, no. 10 (January 10, 2013): 1435–50. http://dx.doi.org/10.1002/eqe.2280.

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14

Cooper, M. A. R. "Robert Hooke's work as surveyor for the city of London in the aftermath of the great fire. Part two: certification of areas of ground taken away for streets and other new works." Notes and Records of the Royal Society of London 52, no. 1 (January 22, 1998): 25–38. http://dx.doi.org/10.1098/rsnr.1998.0032.

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In the rebuilding of the City of London after the Great Fire of 1666, private land was taken by the City for new and widened streets, new markets, wharves alongside the Fleet River, and quays and wharves along the northern bank of the Thames. The amount of compensation paid by the City to owners of property depended on the location of the site and the area of ground taken away. In Part 1 of this paper, evidence of Hooke's work staking out widened streets and new building foundations was presented. In Part 2, his certification of areas of ground taken away is now described. The City had to decide not only on the amount of compensation and the procedures for paying it, but also to ensure that the procedures were properly carried out and generally accepted by the citizens. Hooke and the two other City Surveyors were ordered to undertake this crucial task.
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15

Torkamani, Hamid Heidary, Khosrow Bargi, and Rouhollah Amirabadi. "Probabilistic Assessment for Seismic Performance of Pile-Supported Wharves." Research Journal of Applied Sciences, Engineering and Technology 5, no. 9 (March 20, 2013): 2831–37. http://dx.doi.org/10.19026/rjaset.5.4813.

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16

Thomopoulos, C., and C. G. Lai. "Preliminary Definition of Fragility Curves for Pile-Supported Wharves." Journal of Earthquake Engineering 16, sup1 (January 2012): 83–106. http://dx.doi.org/10.1080/13632469.2012.675839.

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17

Calabrese, Armando, and Carlo G. Lai. "Fragility functions of blockwork wharves using artificial neural networks." Soil Dynamics and Earthquake Engineering 52 (September 2013): 88–102. http://dx.doi.org/10.1016/j.soildyn.2013.05.002.

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18

Yokota, Hiroshi, and Hazem M. F. El-Bakry. "Ductility of open piled wharves under reversed cyclic loads." Structural Engineering and Mechanics 12, no. 6 (December 25, 2001): 615–32. http://dx.doi.org/10.12989/sem.2001.12.6.615.

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19

Li, Yu Chen, Wei Qi Shi, Rui Long Shi, and Qiu Zhai. "Numerical Study on Deform Properties of Transverse Bent Frame under Berthing Loads." Applied Mechanics and Materials 638-640 (September 2014): 1266–69. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1266.

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The finite element software ABAQUS is employed to study the force of transverse frame of piled wharves under the berthing loads. Several setups of the foundation of piles, single, double, triple piles and transverse bent, are modeled and the deformation and deflection under different setups are calculated. The deformation properties of transverse bent are analyzed under the berthing loads.
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20

Pasquali, R., C. G. Lai, and M. Corigliano. "Some Issues in Seismic Analysis and Design of Blockwork Wharves." Journal of Earthquake Engineering 14, no. 1 (December 16, 2009): 102–30. http://dx.doi.org/10.1080/13632460902988992.

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21

Mousavi, Seyed Amin, and Khosrow Bargi. "Enhancing Seismic Capacity of Pile-Supported Wharves Using Yielding Dampers." Journal of Structures 2013 (June 26, 2013): 1–13. http://dx.doi.org/10.1155/2013/329130.

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This paper presents a numerical study on the seismic response of pile-supported wharves equipped with metallic yielding dampers. Using 20 ground acceleration records, the contribution of the yielding damper is examined, and its main parameters are optimized through a parametric study. In the current study, considering coupling effects of different parameters, a new optimization procedure is proposed. The obtained results indicate that the stability condition of the retaining wall (quay wall) behind the wharf, period of the soil-wharf system, and also maximum allowable ductility ratio of the damper are the key factors affecting the optimum damper parameters. A simplified design guideline is proposed for either the design or the retrofit purposes followed by a numerical assessment to evaluate the contribution of the proposed damper on the seismic behavior of a typical pile-supported wharf. The obtained results show that yielding dampers, through their nonlinear behavior, can dissipate a large portion of seismic input energy and mitigate piles damages which have been observed in earlier earthquake events.
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22

Goel, Rakesh K. "Seismic Forces in Ancillary Components Supported on Piers and Wharves." Earthquake Spectra 34, no. 2 (May 2018): 741–58. http://dx.doi.org/10.1193/041017eqs068m.

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This paper presents a simple procedure to estimate seismic forces in ancillary components (secondary systems) supported on marine structures such as piers, wharves, and marine oil terminals (primary systems). Since many such marine structures can be idealized as single-degree-of-freedom (SDOF) systems, this study uses a simple linear-elastic model with two DOF, one representing the marine structure and the other representing the ancillary component. This study shows that acceleration at the base of the secondary system is approximately equal to spectral acceleration at the fundamental period of the primary system. It also proposes a formula, which is an improvement over current ASCE 7-10 recommendations, to estimate acceleration amplification in the secondary system due to its flexibility when mass and period ratios of the secondary and primary systems are known. The procedure in this paper is strictly applicable to marine structures for which primarily a single mode contributes to seismic response.
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23

Heidary-Torkamani, Hamid, Khosrow Bargi, and Rouhollah Amirabadi. "Seismic vulnerability assessment of pile-supported wharves using fragility curves." Structure and Infrastructure Engineering 10, no. 11 (September 2, 2013): 1417–31. http://dx.doi.org/10.1080/15732479.2013.823453.

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24

Dacuan, Cecielle N., Virgilio Abellana, and Hana Astrid Canseco. "Mechanical Properties of Corroded-Damaged Reinforced Concrete Pile-supporting Wharves." Civil Engineering Journal 6, no. 12 (November 30, 2020): 2375–96. http://dx.doi.org/10.28991/cej-2020-03091624.

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Corrosion is one of the significant deteriorations of reinforced concrete structures. It accelerated the performance loss of the structures, leading to a cross-sectional reduction of steel, which affects its mechanical properties, particularly its tensile capacity and ductility. The purpose of this study is to assess the serviceability and safety of corroded-damaged structures, particularly those exposed to aggressive marine environments. A total of 54 pcs of 150 mm-diameter and 300mm-height of cylindrical specimen were cast. Small-scaled specimens were accelerated to corrosion using impressed current techniques with a constant current density of 200 µA/cm2. Samples were immersed in a simulated environment with a 5% solution of sodium bicarbonate during corrosion acceleration. Corrosion alters the surface configuration of the steel bar. Pitting corrosions due to chloride aggression causes the residual cross-sectional area of corroded rebars to no longer round and varies considerably along its circumference and length. The reduction of the steel cross-sectional area has a significant impact on the degradation of the strength and durability of reinforcing structures. The residual capacity of the corroded reinforcement decreases with the reduction of the cross-sectional area of the steel reinforcement. The rate of corrosion affects the extent of the remaining service life of a corroded reinforced concrete structure. Doi: 10.28991/cej-2020-03091624 Full Text: PDF
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25

Anglin, Lori. "Adaptive Reuse of Australian Hardwood Architecture: The Walsh Bay Wharves, Sydney." APT Bulletin 20, no. 3 (1988): 72. http://dx.doi.org/10.2307/1504206.

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26

NAGAO, Takashi, and Souichi TASHIRO. "Analytical study on earthquake resistant evaluation method for pile-supported wharves." Doboku Gakkai Ronbunshu, no. 710 (2002): 385–98. http://dx.doi.org/10.2208/jscej.2002.710_385.

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27

Amirabadi, Rouhollah, Khosrow Bargi, Moharram Dolatshahi Piroz, Hamid Heidary Torkamani, and Nason Mccullough. "Determination of optimal probabilistic seismic demand models for pile-supported wharves." Structure and Infrastructure Engineering 10, no. 9 (July 5, 2013): 1119–45. http://dx.doi.org/10.1080/15732479.2013.793723.

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28

Chen, Longming, Shutao Li, Yeqing Chen, Dong Guo, and Yin Liu. "Study on damage effect of caisson wharves subjected to underwater explosion." Ocean Engineering 275 (May 2023): 113958. http://dx.doi.org/10.1016/j.oceaneng.2023.113958.

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29

Yew, Wan Tian, Wei Haur Lam, Cindy Soon, and Ruslan Aziz. "Seabed Condition from Single Beam Echo Sounder from Penang Port, Malaysia." Applied Mechanics and Materials 567 (June 2014): 301–6. http://dx.doi.org/10.4028/www.scientific.net/amm.567.301.

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Ship’s propeller wash induced scour is a well-known engineering problem for port structures along the shoreline. However, insufficient recorded data makes it difficult to justify that ship’s propeller wash induced scour is taking place in Malaysia’s major ports. This study reported the seabed condition of the two wharves in Penang Port using Single Beam Echo Sounder (SBES) data. The presence of seabed scour due to ship manoeuvring is investigated based on seabed data. The results showed that Penang Port is experiencing a severe siltation problem instead of ship’s propeller wash induced scour impacts.
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30

OKUBO, Yosuke, Eiji KOHAMA, and Kengo KUSUNOKI. "COMPARISON OF RESPONSE OF PILE-SUPPORTED WHARVES DUE TO DIFFERENT ANALYSIS METHOD." Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 68, no. 2 (2012): I_438—I_443. http://dx.doi.org/10.2208/jscejoe.68.i_438.

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31

Komure, Kenichi, Hidenori Hamada, Hiroshi Yokota, and Toru Yamaji. "A Model Expressing Deterioration Progress of RC Wharves Damaged by Chloride Attack." Concrete Research and Technology 15, no. 1 (2004): 13–22. http://dx.doi.org/10.3151/crt1990.15.1_13.

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32

Ko, Yung-Yen, and Ho-Hsiung Yang. "Deriving seismic fragility curves for sheet-pile wharves using finite element analysis." Soil Dynamics and Earthquake Engineering 123 (August 2019): 265–77. http://dx.doi.org/10.1016/j.soildyn.2019.05.014.

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33

Blockley, David J. "Effect of wharves on intertidal assemblages on seawalls in Sydney Harbour, Australia." Marine Environmental Research 63, no. 4 (May 2007): 409–27. http://dx.doi.org/10.1016/j.marenvres.2006.10.007.

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34

Chen, Longming, Shutao Li, Yeqing Chen, Dong Guo, Wanli Wei, and Qiushi Yan. "Study on the dynamic characteristics of pile wharves subjected to underwater explosion." Ocean Engineering 291 (January 2024): 116406. http://dx.doi.org/10.1016/j.oceaneng.2023.116406.

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35

Ruiz de Almirón de Andrés, Cayetana, Sami Saarinen, and Arto Uuskallio. "REVIEW OF ICE CHALLENGES AND ICE MANAGEMENT IN PORT AREAS." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 79. http://dx.doi.org/10.9753/icce.v36.papers.79.

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Winter navigation in harbors located in arctic areas becomes very challenging due to cold weather, ice drift, brash ice growth, ice collar formation in wharves and icing of structures and equipment. The loading frequency and nature of the cargo vessel traffic is affecting in the ice management needs in the harbour. There are no standard solutions for ice management in harbor areas and each location must be locally studied simultaneously with the port design identifying the associated ice challenges. This work brings together the challenges related to winter navigation in ice-covered waters and ice management methods currently used in Arctic harbors.
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36

Cohen, Margaret. "A Feminist Plunge into Sea Knowledge." PMLA/Publications of the Modern Language Association of America 134, no. 2 (March 2019): 372–77. http://dx.doi.org/10.1632/pmla.2019.134.2.372.

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As her epigraph to manhattan beach, Jennifer Egan chooses one of ishmael's typically abstract musings in moby-dick: “Yes, as every one knows, meditation and water are wedded for ever.” Yet more relevant is his observation in the opening paragraphs of Melville's novel: [T]here now is your insular city of the Manhattoes, belted round by wharves as Indian isles by coral reefs—commerce surrounds it with her surf. Right and left, the streets take you waterwards…. Circumambulate the city of a dreamy Sabbath afternoon…. What do you see?—Posted like silent sentinels all around the town, stand thousands upon thousands of mortal men fixed in ocean reveries. (795)
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37

Wan, Yao, and Thawascha Dechsubha. "A Discussion on Chongqing Hotpot and Thumb Fight." Technium Social Sciences Journal 32 (June 9, 2022): 713–23. http://dx.doi.org/10.47577/tssj.v32i1.6592.

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Abstract. The paper studies the Chongqing hotpot and two general types of lead-in phrases of Chongqing Thumb Fight. This paper mainly discusses the birthplace and maker of Chongqing hotpot and the origin of the two primary lead-in phrases: Good Brothers and Disorderly Chopping Firewood. The results of studying the Chongqing hotpot and two types of lead-in phrases were found as follows: 1. The Yangtze River is the birthplace of the Chongqing hotpot. 2. The trackers and porters working for the wharves along the Yangtze River create the original Chongqing hotpot. 3. Th encircling rivers cultivate the Good Brothers and the mountainous forests stimulate the Disorderly Chopping Firewood.
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38

Amalia, Sisti Nadia, Sahat Saragih, and Zul Amry. "Singular Spectrum Analysis to Identify Excessive Rainfall." Asian Journal of Probability and Statistics 23, no. 4 (August 5, 2023): 1–7. http://dx.doi.org/10.9734/ajpas/2023/v23i4508.

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Indonesia is known for its excessive rainfall. Rainfall trends in an area have different characteristics. Differences in latitude, apparent motion of the sun, geographical position, topography, and the interaction of many forms of air circulation all contribute to this. Rainfall time series is essential for engineering planning, particularly for water infrastructure like irrigation, dams, urban drainage, ports, and wharves. Although meteorological technologies provide short-term rainfall predictions, long-term rainfall prediction is difficult and fraught with uncertainty. Unpredictability and seasonality can cause complex behavior in rainfall time series. This research utilizes the Singular Spectrum Analysis approach to extract trends; seasonality, cyclists, and noise can all be identified with potentially high accuracy.
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39

KONDO, Akihiko, Eiji KOHAMA, Toshio ENDO, Yasuhiro TAKAHASHI, Kenji WATANABE, Hayato KOKUSYO, Tohru YOSHIHARA, and Noriyoshi HARATA. "BASIC DEFORMATION CHARACTERISTIC AND ITS IMPROVEMENT EFFECT OF REFORMED WHARVES UTILIZING EXISTING STRUCTURE." Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 73, no. 2 (2017): I_378—I_383. http://dx.doi.org/10.2208/jscejoe.73.i_378.

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40

OHMURA, Yoshihiro, Manabu KOBAYASHI, Koichi SUGIMATSU, and Akiyoshi NAKAYAMA. "EXPERIMENTAL STUDY ON TSUNAMI-INDUCED FORCES ON OPEN-TYPE WHARVES ON VERTICAL PILES." Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 72, no. 2 (2016): I_1021—I_1026. http://dx.doi.org/10.2208/kaigan.72.i_1021.

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41

ENDO, Jiro, Yoshiyuki ISOZAKI, Yoshihiro OHMURA, Manabu KOBAYASHI, Naoki FURUICHI, and Koichi SUGIMATSU. "NUMERICAL ANALYSIS ON TSUNAMI-INDUCED FORCES ON OPEN-TYPE WHARVES ON VERTICAL PILES." Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 74, no. 2 (2018): I_253—I_258. http://dx.doi.org/10.2208/kaigan.74.i_253.

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42

Yang, Chuang-Sheng Walter, Reginald DesRoches, and Glenn J. Rix. "Numerical Fragility Analysis of Vertical-Pile-Supported Wharves in the Western United States." Journal of Earthquake Engineering 16, no. 4 (May 2012): 579–94. http://dx.doi.org/10.1080/13632469.2011.641063.

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43

Su, Lei, Hua-Ping Wan, Kaiming Bi, Yong Li, Jinchi Lu, Xian-Zhang Ling, Ahmed Elgamal, and Arul K. Arulmoli. "Seismic fragility analysis of pile-supported wharves with the influence of soil permeability." Soil Dynamics and Earthquake Engineering 122 (July 2019): 211–27. http://dx.doi.org/10.1016/j.soildyn.2019.04.003.

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44

Schoefs, F., and J. Boéro. "Theαδmethod for modeling NDT results in risk based inspection of corroded steel wharves." Matériaux & Techniques 101, no. 5-6 (2013): 507. http://dx.doi.org/10.1051/mattech/2013081.

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45

Higashiyama, T., H. Shiraishi, A. Otsuki, and S. Hashimoto. "Concentrations of organotin compounds in blue mussels from the wharves of Tokyo Bay." Marine Pollution Bulletin 22, no. 12 (December 1991): 585–87. http://dx.doi.org/10.1016/0025-326x(91)90245-n.

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46

Ali.Kermani and Khosrow Bargi. "FRAGILITY CURVES: A POWERFUL TOOL FOR SEISMIC VULNERABILITY ASSESSMENT OF PILE-SUPPORTED WHARVES." EPH - International Journal of Science And Engineering 2, no. 1 (March 27, 2016): 19–26. http://dx.doi.org/10.53555/eijse.v2i1.117.

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Abstract:
Seismic vulnerability assessment of structures is usually illustrated in the form of fragility curves. These curves show the probability that a component, element or system will be damaged to a given or more severe damage state as a function of a single predictive demand parameter. In addition, these curves are useful for seismic risk assessment and performance based design engineering, as well as prioritization of retrofitting programs. This paper reviews recent works on the seismic vulnerability analysis of pile-supported wharf structures. Different aspects for each paper are reviewed in terms of characteristic of the selected pile-supported wharf structure, institution and procedure of numerical modeling, capabilities of numerical models, analysis method for seismic response evaluation, ground motion records, damage states, intensity measure and obtained results. This paper shows that very limited studies have been performed on the seismic vulnerability of pile-supported wharves indicating a clear need to the development and application of fragility analysis of pile-supported wharf structures.
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47

Mirzaeefard, Hamid, Mohammad Amin Hariri-Ardebili, and Masoud Mirtaheri. "Time-dependent seismic fragility analysis of corroded pile-supported wharves with updating limit states." Soil Dynamics and Earthquake Engineering 142 (March 2021): 106551. http://dx.doi.org/10.1016/j.soildyn.2020.106551.

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48

Soltani, Mohsen, and Rouhollah Amirabadi. "Sensitivity Analysis of Pile Supported Wharves against Directional Uncertainty of Earthquakes Using Fragility Curves." International Journal of Maritime Technology 11, Winter and Spring 2019 (March 1, 2019): 33–40. http://dx.doi.org/10.29252/ijmt.11.33.

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49

Mirzaeefard, Hamid, Mohammad Amin Hariri-Ardebili, and Masoud Mirtaheri. "Time-dependent seismic fragility analysis of corroded pile-supported wharves with updating limit states." Soil Dynamics and Earthquake Engineering 142 (March 2021): 106551. http://dx.doi.org/10.1016/j.soildyn.2020.106551.

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50

Khayat, K. H., A. Tagnit-Hamou, and N. Petrov. "Performance of concrete wharves constructed between 1901 and 1928 at the Port of Montréal." Cement and Concrete Research 35, no. 2 (February 2005): 226–32. http://dx.doi.org/10.1016/j.cemconres.2004.05.047.

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