Thematische Bibliographien / Pier and Wharf design

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „Pier and Wharf design“

Autor: Grafiati
Veröffentlicht am 7. Juni 2025
Zuletzt aktualisiert am 2. August 2025

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Zeitschriftenartikel zum Thema "Pier and Wharf design"

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Irawan, Farid, Agus Sulaeman, and Xbal Meiprasetyo. "Analisis Perkuatan Stabilitas Struktur Dinding Penahan Tanah (Sheet Pile) Dermaga yang Tidak Sesuai Detail Engineering Design (DED)." Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik 24, no. 1 (2025): 10–23. https://doi.org/10.55893/jt.vol24no1.527.

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A wharf is a key infrastructure at a port that functions as a place for ships to dock and moor while conducting the loading and unloading of cargo, as well as passenger activities. The structural integrity of the wharf, especially along the bank, must be carefully designed to ensure ships can anchor securely. In pier construction, slope reinforcement is often done using sheet piles. When designing sheet piles, important factors such as pile depth and soil type must be considered. However, in practice, challenges arise when the construction in the field does not align with the specifications ou
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Azis, Ali Wibowo. "Port Structure Design of 1000 Dwt Capacity in Masni District, West Papua Province." INTERNATIONAL JOURNAL OF MULTIDISCIPLINARY RESEARCH AND ANALYSIS 08, no. 03 (2025): 1100–1106. https://doi.org/10.5281/zenodo.15031276.

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Connectivity between regions in West Papua Province in particular and the eastern region of Indonesia is highly dependent on sea transportation, considering that land transportation is very limited, and the population is concentrated in coastal areas. Port development is one of the programs of the Masni Regency government to address the challenges of connectivity and regional development. Planning the design of a pier and wharf structure for a ship with a capacity of 1000 DWT was carried out because the majority of ships served in West Papua Province are ships with a capacity of 1000 DWT. This
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Zhao, Jingtong, Chunyi Cui, Peng Zhang, Kunpeng Wang, and Min Zhao. "Parameter Sensitivity Analysis of the Seismic Response of a Piled Wharf Structure." Buildings 13, no. 2 (2023): 349. http://dx.doi.org/10.3390/buildings13020349.

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To investigate the seismic response characteristics of piled wharf structures, a numerical model of the soil-structure interaction system is established. Extensive fiducial error and grey correlation analyses are also conducted to obtain the grey correlation degree sequence of the internal force of piled wharf structure and deformation, as well as the acceleration of surrounding soils. The results show that the peak acceleration at the typical point of the soil is more sensitive to the variations in friction angle and ground motion intensity, while the lateral extreme displacement is the most
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Rahman, Noorudien Dwi, Akbar Rahman, and Indah Mutia. "DESAIN AREA DERMAGA APUNG SEBAGAI PENUNJANG WISATA DI BANUA ANYAR BANJARMASIN." JURNAL TUGAS AKHIR MAHASISWA LANTING 12, no. 2 (2023): 211–17. http://dx.doi.org/10.20527/jtamlanting.v12i2.2222.

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The geographical location of the Martapura river basin in Banua Anyar Village is quite strategic, moreover, this area is one of the tourist areas in Banjarmasin which is also the target of developing a tourist area by the South Kalimantan Environmental Service in the Martapura Asri River program. However, currently, there is a lack of supervision and maintenance, resulting in many river problems and public facilities that are not functioning properly in the culinary tourism area on the Martapura River. Existing facilities are considered not yet available to solve river problems and do not meet
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Agus, Bambang Siswanto, Afif Salim Mukhamad, Winaya Shita Dewi Amrita, Mindiastiwi Tigo, and Purwantini. "Implementation of OHS during the Covid 19 pandemic in the Semarang Ocean Pier project." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 060–70. https://doi.org/10.5281/zenodo.7680077.

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The Covid-19 pandemic has greatly affected the conditions of various sectors of life, one of which is the construction sector. The wharf construction project which must continue requires the addition of health protocols to the application of OHS to prevent the spread of Covid-19 as well as monitoring and controlling the implementation of OHS in the project area. This study aims to find out how the effect of the implementation of OHS as well as the monitoring and control of the implementation of OHS on the project. From the results of processing the questionnaire data sourced from construction
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Nguyen, Thi Bach Duong, Jungwon Huh, Thanh Thai Vu, Minh Long Tran, and Van Ha Mac. "Development of Indicator for Piled Pier Health Evaluation in Vietnam Using Impact Vibration Test Approach." Buildings 14, no. 8 (2024): 2366. http://dx.doi.org/10.3390/buildings14082366.

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Vietnam’s seaport system currently includes 298 ports with 588 wharves (a total length of approximately 92,275 m), which is vital in developing Vietnam’s marine economy. The piled pier, a type of wharf structure, is widely used and accounts for up to 90%, while the remaining 10% is made up of other types of wharf structures, such as gravity and sheet pile quay walls. Most wharves have been operating for over 10 years and some for even more than 50 years. Noticeably, wharves are highly vulnerable and degrade rapidly due to many factors, especially heavy load impacts and severe environmental con
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Agus Bambang Siswanto, Mukhamad Afif Salim, Amrita Winaya Shita Dewi, Tigo Mindiastiwi, and Purwantini. "Implementation of OHS during the Covid 19 pandemic in the Semarang Ocean Pier project." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 060–70. http://dx.doi.org/10.30574/gjeta.2022.13.2.0195.

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The Covid-19 pandemic has greatly affected the conditions of various sectors of life, one of which is the construction sector. The wharf construction project which must continue requires the addition of health protocols to the application of OHS to prevent the spread of Covid-19 as well as monitoring and controlling the implementation of OHS in the project area. This study aims to find out how the effect of the implementation of OHS as well as the monitoring and control of the implementation of OHS on the project. From the results of processing the questionnaire data sourced from construction
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Lan, N. H. M., L. K. Hung, D. N. T. Huong, and P. D. B. Van. "Spatial identification of public spaces’ functions: a case study of Bach Dang Wharf Park in Ho Chi Minh City, Vietnam." IOP Conference Series: Earth and Environmental Science 1403, no. 1 (2024): 012002. http://dx.doi.org/10.1088/1755-1315/1403/1/012002.

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Abstract Urban public spaces serve various functions and roles, such as physical, symbolic, ecological, economic, political, social, psychological, and aesthetic. Each function has specific design requirements and holds different meanings for space users. This study aims to identify the location of various functions within Bach Dang Wharf Park, one of the famous central riverside parks of Ho Chi Minh City, Vietnam, and test hypotheses about the concentration of hotspots for each function. To achieve these, we combined participatory GIS methods and face-to-face interviews using quantitative que
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Li, Yuesong, Pengrui Zhu, Gan Zhang, and Yang Yu. "Improving Seaport Wharf Maintenance and Safety with Structural Health Monitoring System in High Salt and Humidity Environments." Sustainability 15, no. 5 (2023): 4472. http://dx.doi.org/10.3390/su15054472.

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Due to the harsh working conditions, the durability of the seaport wharf structure is poor compared with similar hydraulic structures. According to the structural characteristics of coastal port wharf and the particularity of a high salt and high humidity environment, the stress features of the coastal wharf structure are analyzed, and the health inspection indicators of the wharf structure are proposed. A fiber grating sensor-based structural health monitoring system for coastal high-pile piers is established. A corresponding system for detecting structural health is designed according to the
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Khaerudin, Dedy, Muhamad Akbar, Sinda Sundari, and Islamiati Ria Amalia. "PKM PEMBUATAN PROTOTYPE PEMBANGKIT LISTRIK TENAGA ANGIN UNTUK PENERANGAN DUA DERMAGA DAN PERAHU NELAYAN TRADISIONAL DI PULAU PANJANG BANTEN." Indonesian Collaboration Journal of Community Services (ICJCS) 1, no. 3 (2021): 126–34. http://dx.doi.org/10.53067/icjcs.v1i3.17.

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The activities of the residents in general cannot be separated from the Pier and Boat, considering the main livelihood of the residents of Pulau Panjang Village, especially Kp. Peres as fishermen. The wharf is a place for residents to go back and forth from and to the island, as well as a place for loading and unloading of goods and up and down people or passengers to and from the ship both during the day and at night, while the ship itself is a means of transportation for residents, a place to carry goods, fruit products from the island and as a vehicle used by fishermen to catch fish. Both t
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Dissertationen zum Thema "Pier and Wharf design"

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Cresciani, Manuel. "The Design Process of Pier Luigi Nervi." Thesis, University of Leeds, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.503247.

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Ko, Maisie Ming-Sze. "From land to sea : an exploration of Sargents Wharf design and redevelopment." Thesis, Massachusetts Institute of Technology, 1990. http://hdl.handle.net/1721.1/79954.

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Thesis (M. Arch.)--Massachusetts Institute of Technology, Dept. of Architecture; and, (S.M. in Real Estate Development)--Massachusetts Institute of Technology, Dept. of Urban Studies and Planning, 1990.<br>Includes bibliographical references (p. 112-113).<br>Based on the critique of privatization of the waterfront, design and d~velopment explorations are made to reinforce public access from the city to the water with emphasis on creating a clear sequence of public spaces that provide a variety of urban waterfront experiences. Sargents Wharf is chosen as the site for this exploration. It is the
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Nazariha, Mehrdad. "Design relationships for maximum local scour depth for bridge pier groups." Thesis, University of Ottawa (Canada), 1996. http://hdl.handle.net/10393/9989.

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An investigation of local scour at pier groups has been conducted with the aim of developing design recommendations and scour depth prediction equations for the bridge pier groups. A comprehensive series of steady uniform flow experiments was performed on groups of 2, 3, 4, and 6 model piers. All tests were conducted under clear-water scour conditions. Parameters governing local scour depth around bridge piers include: flow characteristics, sediment properties, and pier size and shape. The effects of these parameters on the maximum local scour depth for a single pier (D$\sb{\rm s}$), have been
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Valela, Christopher. "Reduction of Bridge Pier Scour Through the Use of a Novel Collar Design." Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/42249.

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Bridge piers within moving water are exposed to an additional failure mechanism known as scour. Upon the scour depth reaching the foundation of the pier, the structural integrity of the pier, and consequently the bridge, can be jeopardized. Bridge pier scour is the result of a three-dimensional flow separation consisting primarily of the horseshoe vortex, flow acceleration along the sides of the pier, and wake vortices. There are numerous factors that can affect bridge pier scour, of which many of them have been studied extensively. However, there are still some factors where the knowledge bas
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Cam, Umut Egemen. "Scour Countermeasure Design For Sequential Viaducts On Ankara - Pozanti Highway." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614171/index.pdf.

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Foundations of river bridges need to be protected with respect to excessive scouring. Degree of protection depends on the severity of scouring action around bridge piers and abutments. A case study is carried out to design appropriate protective measures for sequential viaducts located on Ankara-Pozant highway in Turkey. A number of analyses are conducted to obtain water surface profiles throughout the study reach. Local scour depths at piers and abutments of the viaducts are then obtained. The design process for countermeasures is performed concerning hydraulic, hydrologic, constructional, an
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Sangirieva, Irina. "The design of an overpass crossing on railway in Mirny, Arkhangelska Oblast, Russia." Thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-90319.

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Bridge design and construction practice in former USSR, especially Russia, is not much known to the foreign engineers. Many advanced structural theories and construction practices have been established. In 1931, Franklin D. Roosevelt said, “There can be little doubt that in many ways the story of bridge building is the story of civilization. By it, we can readily measure a progress in each particular country.” The development of bridge engineering is based on previous experiences and historical aspects. Certainly, the Russian experience in bridge engineering has its own specifics. Bridge desig
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Yildirim, Mehmet Sinan. "Computer-assisted Design Methodology For Armoring Type Bridge Scour Countermeasures." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615331/index.pdf.

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Scour at bridge piers is considered as a significant safety hazard. Hence, scour countermeasure design plays a critical role to hinder the scour potential at bridges. The selection methodology for a scour countermeasure varies with respect to site conditions, economy, availability of material and river characteristics. The aim of this study is to review the literature on this topic to gather universally accepted design guidelines. A user-friendly computer program is developed for decision-making in various sequential steps of countermeasure design against scouring of bridge piers. Therefore, t
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Idir, Achour. "Justification du coefficient de comportement sismique des structures en béton armé par des approches statiques équivalentes." Châtenay-Malabry, Ecole centrale de Paris, 1997. http://www.theses.fr/1997ECAP0508.

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Le calcul des constructions vis-à-vis du séisme en prenant en compte la réponse élastique linéaire conduit le plus souvent à des dimensionnements qui ne vont pas dans le sens de l'économie. Afin de permettre à l'ingénieur de tenir compte des différentes non linéarités, la plupart des règlements modernes (règles françaises PS92, règles européennes EC8, etc. ) ont préconisé de réduire les forces issues d'un calcul élastique linéaire par un coefficient appelé : coefficient de comportement. Un logiciel d'évaluation automatique de ce coefficient a été établi, selon la méthode préconisée par les règ
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Widjaja, Matius Andy. "The Influence of the Recommended LRFD Guidelines for the Seismic Design of Highway Bridges on Virginia Bridges." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31453.

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The influence of the recommended LRFD Guidelines for the seismic design of highway bridges in Virginia was investigated by analyzing two existing bridges. The first bridge has prestressed concrete girders and is located in the Richmond area. The second bridge has steel girders and is located in the Bristol area. The analysis procedure for both bridges is similar. First the material and section properties were calculated. Then the bridge was modeled in RISA 3D. Live and dead load were imposed on the bridge to calculate the cracked section properties of the bridge. The period of vibration of the
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Mashiko, Naoto. "Comparative performance of ductile and damage protected bridge piers subjected to bi-directional earthquake attack." Thesis, University of Canterbury. Civil Engineering, 2006. http://hdl.handle.net/10092/1159.

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Incremental Dynamic Analysis (IDA) procedures are advanced and then applied to a quantitative risk assessment for bridge structures. This is achieved by combining IDA with site-dependent hazard-recurrence relations and damage outcomes. The IDA procedure is also developed as a way to select a critical earthquake motion record for a one-off destructive experiment. Three prototype bridge substructures are designed according to the loading and detailing requirements of New Zealand, Japan and Caltrans codes. From these designs 30 percent reduced scale specimens are constructed as part of an
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Bücher zum Thema "Pier and Wharf design"

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Museum, Design. The Design Museum at Butler's Wharf. The Museum, 1987.

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Lauchlan, Christine S. Pier scour countermeasures. Dept. of Civil and Resource Engineering, University of Auckland, 1999.

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San Francisco (Calif.). Planning Dept. Notice of preparation of an environmental impact report: Case no 2009.0418E : Pier 36 / Brannan Street wharf. Planning Dept., 1996.

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Museo nazionale delle arti del XXI secolo (Italy), ed. Pier Luigi Nervi: Architetture per lo sport. MAXXI, 2016.

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Summers, Mark. The design of an arctic structure for three-pier foundations. National Library of Canada, 1999.

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Harrington, John Lyle. The wharf cranes of the Pennsylvania Railroad Company at Greenville, N.J. s.n., 1991.

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Trombetti, Tomaso. Pier Luigi Nervi: Gli stadi per il calcio. Bononia University Press, 2014.

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Hadfield, Anna C. Sacrificial piles as a bridge pier scour countermeasure. Dept. of Civil and Resource Engineering, University of Auckland, 1999.

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Cristina, Morozzi, and Pitacco Pier Paolo, eds. Stile italiano: Pier Paolo Pitacco : twenty years' graphic design in Italian fashion. Lupetti, 2000.

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G, Hieber David, Washington State Transportation Center, Washington (State). Dept. of Transportation., United States. Federal Highway Administration., and Washington State Transportation Commission, eds. Precast concrete pier systems for rapid construction of bridges in seismic regions. Washington State Dept. of Transportation, 2005.

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Buchteile zum Thema "Pier and Wharf design"

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Presland, Rob, Alistair Boyce, and Engliang Chin. "Thorndon Container Wharf: Temporary Works for Recovery of Container Operations (New Zealand)." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.127.

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&lt;p&gt;The Thorndon Container Wharf sustained severe damage in the November 2016 M7.8 Kaikoura earthquake. Substantialworks, of a temporary nature, were required to restore thewharf for container handling operations. The temporary securing works included gravel columns within the reclamation fill and restraining and underpinning of the wharf. All of these works were designed and constructed over a 9-month period to provide a temporary facility for container handling operations for a period of up to 3 years. The temporary securingworks were required to secure the container cranes, maintain su
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Sun, Xuezhi. "Developments in Design of Prestressed Pier." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_282.

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Madsen, H. O., and P. Friis Hansen. "Cost Optimal Design of a Bridge Pier Foundation." In Lecture Notes in Engineering. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-642-84753-0_36.

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Liang, Gangyi, Zunwen Liu, Xingjing Li, and Hong Song. "Study on Seismic Response Mechanism of Continuous Rigid Frame Composite Girder Bridge of High-Speed Rail." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_17.

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AbstractIn order to explore the earthquake response mechanism of continuous rigid frame composite girder bridge of high-speed railway, based on a rigid frame bridge of high-speed railway in northwest China and combined with the characteristics of CRTS type I double block non-ballast track structure, three continuous rigid frame composite girder bridge models were established, which considered the constraints of track and subsequent structure, only considering the constraints of track and no considering the constraints of track. The seismic response of structural systems is studied by using res
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Swathi Priyadarsini, Putti, and Satyam Neelima. "Design of Pile Foundation System for Wharf Structure in Liquefiable Soils." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6233-4_30.

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Osman, Sherif M. Shaaban, Saif Aldabagh, M. Shahria Alam, and Shamim A. Sheikh. "Seismic Design Guideline for Hybrid GFRP-Steel RC Bridge Pier Considering Performance-Based Design." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_88.

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Kaneda, Jun, Hirofumi Ikemoto, Takeshi Ishii, and Kunio Saitoh. "Computation of Ground Vibration Around Pier by Using Axisymmetric Finite Element Method." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73411-8_45.

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Jung, K. H., S. H. Lee, H. S. Kim, and Y. H. Choi. "Design and Construction of the Large Concrete Floating Pier at Incheon Harbor." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_57.

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Jung, Kwanghoe, Sanghyu Lee, Heesung Kim, Yoonho Choi, and Sara Kang. "Design and Construction of the Floating Concrete Pier in Golden Harbor, Incheon." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8743-2_16.

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Xu, Jinhua, Shuang Wang, Chao Wang, and Xiaopeng Yuan. "Design and construction technology of ultra-high jacking pier support in mountain area." In Advances in Traffic Transportation and Civil Architecture. CRC Press, 2023. http://dx.doi.org/10.1201/9781003402220-69.

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Konferenzberichte zum Thema "Pier and Wharf design"

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Shimizu, Yoshiaki, and Iwao Matsushima. "Corrosion Protection System for Coastal Structures." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86220.

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Abstract A series of exposure test of steel pipe with various kinds of corrosion protection has been carried out to establish the optimum corrosion protection system for coastal structures. Steel coastal structures such as pier, dolphin and wharf sometimes suffer unexpected severe corrosion damage, especially, at the splash and at the immersed zone just below the surface of sea water. The localized corrosion rate of this area is as large as 1.0 mm/y. Keen attention has been directed to the localized corrosion of steel occurring just below the sea water surface in coastal structures because it
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Vukcevic, Rajko, John Furstenberg, and Ian Godson. "Resolving CP Design Restrictions at an Australian Wharf: a Novel Marine Impressed Current CP System." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10031.

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Abstract This paper presents resolutions to cathodic protection (CP) design restrictions at an Australian 1km long steel-pile container wharf, requiring a 3,500A impressed current CP (ICCP) system. Rectifier locations were confined to ends of the wharf, while all cablework from rectifiers to anodes and piles had to be mounted underneath the dock. In a traditionally designed ICCP system using transformer-rectifier units (TRUs) and low-voltage/high-current DC distribution, these restrictions would result in cable cross-sections of up to 120mm2 per anode leg. Instead, a novel DC power distributio
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Weismair, Max, Shaun Shahrestani, Angel Lim, M. J. Nigel Priestley, and Ignazius Po Lam. "Seismic Design of Port of Los Angeles Pier 400 Container Wharf." In Ports Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40555(2001)82.

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Masuda, Mitsuhiro, Kiyokazu Minami, and Koichi Masuda. "A Fundamental Study on the Optimal Design of the Floating Tsunami Protection Wharf: About the Floating Body Length." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61754.

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On the vessels moored at the wharf, the situation such as drifting and wash up on the wharf due to the breaking of the mooring lines is occurred by the tsunami. The authors are clarified for applicability of the proposed floating tsunami protection wharf (FTPW). FTPW is the floating pier for tsunami disaster. The effect of FTPW is most promising as disaster prevention and mitigation measures for the moored vessels. The authors examined large scale FTPW until now. However, when floating body length was longer than a ship breadth, the possibility that disaster prevention performance of FTPW decr
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Jaradat, Omar A., Cheng Lai, George Saad, and Patrick Smith. "Wharf Structure Design Consideration of Pier E Redevelopment Project at the Port of Long Beach." In 12th Triannual International Conference on Ports. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41098(368)51.

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Jaradat, Omar, Cheng Lai, Theresa Richards, and Raj S. Varatharaj. "Wharf Structure Design Consideration of Pier E Redevelopment Project at the Port of Long Beach." In 15th Triennial International Conference. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482612.075.

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7

Jaradat, O., Cheng Lai, and A. Elsadek. "Crane-Wharf Interaction Nonlinear Time-History Analysis for Pier E Wharf at the Port of Long Beach." In Proceedings of Ports '13: 13th Triennial International Conference. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413067.129.

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8

Masuda, Koichi, Mitsuhiro Masuda, Kiyokazu Minami, Tomoki Ikoma, Masato Ohno, and Fuminori Nakamura. "Study on Development of the Floating Pier for Damage Protection Control of Ship in Tsunami." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24428.

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When the tsunami attacks in harbors, the vessels moored at the wharf may be unable to be evacuated. In such a case, damages such as, breaking the mooring tethers, grounding on a wharf, drift to land areas and the collision with buildings are assumed. And, after suffering a disaster, the base for supporting medical treatment and a life is necessary to disaster victims. In this research, the floating tsunami protection wharf (FTPW) is proposed. This present paper describes the tsunami simulation and the motion analysis of vessel moored at the FTPW using the MPS Method. In this research, the 3D-M
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9

Howard, Roger, James Schneider, Tom McNeilan, and Philip Robins. "Pile Driving Indicator Program Results, Pier 400 Container Wharf, Port of Los Angeles, California." In GeoTrans 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40744(154)38.

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McNeilan, Thomas W., James Schneider, Philip Robins, and Roger Howard. "Pier 400 Container Wharf Indicator Pile Driving Program Results, Port of Los Angeles, California." In Ports Conference 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40727(2004)15.

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Berichte der Organisationen zum Thema "Pier and Wharf design"

1

Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loa
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2

Lottes, S. A., C. Bojanowski, N. Sinha, and K. Kerenyi. Three Dimensional Analysis of Pier Extension and Guide Wall Design Alternatives to Mitigate Local Scour Risk at the BNSF Railroad Bridge Downstream of the Prado Dam. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1171963.

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3

Lottes, S. A., N. Sinha, C. Bojanowski, K. Kerenyi, and Jeremy Sharp. Three Dimensional Analysis of the Final Design of Pier Extensions and West Guide Wall to Mitigate Local Scour Risk at the BNSF Railroad Bridge Downstream of the Prado Dam Supplemental Report. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1327819.

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4

LOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.286.

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The composite rigid-frame bridge, where the steel girder and the reinforced concrete (RC) pier are rigidly connected, has a high bearing capacity and superior long-term performance. The steel girder-RC pier connection is the critical detail for the design of such a structural form. To this end, a detailed review of composite rigid-frame bridges in China and abroad was carried out to summarize various forms of connections and evaluate their applicability. A novel connection type was then proposed to improve the connective performance between steel plate girders and RC piers. Threedimensional fi
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