Searched for: author%3A%22Peters%2C+D.J.%22
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Hemel, M. (author), Peters, D.J. (author), Schweckendiek, T. (author), Jonkman, Sebastiaan N. (author)
The historic canal walls of Amsterdam, stretching 200 km in total, are constructed as a masonry wall on a timber deck supported by vertical timber piles. Understanding the resistance against lateral failure of these quays has been challenging due to uncertainties in their working principles, geometry, soil and structural properties. This...
journal article 2024
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van der Vegt, N. (author), Klerk, W.J. (author), Peters, D.J. (author), van Gent, M.R.A. (author), Hofland, Bas (author)
Initial damage, caused by previous wave loading or other events, might affect the hydraulic stability of pattern-placed revetments. Three common types of damage are considered in this study. The effect of this assumed initial damage on the hydraulic stability and failure probability of revetments is quantified using a FEM model. This model is...
journal article 2024
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Zou, P. (author), Ruiter, N. (author), Uijttewaal, W.S.J. (author), Chen, X. (author), Peters, D.J. (author), Bricker, J.D. (author)
Marine biofouling is a major concern in the operational performance of submerged floating tunnels (SFTs). The objective of this research is to investigate the effects of marine fouling (represented by surface roughness) on the hydrodynamic behavior of SFTs, including the hydrodynamic forces on the SFT subject to current-only, wave-only, and...
journal article 2023
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Korff, M. (author), Hemel, M. (author), Peters, D.J. (author)
A quay wall directly next to a building, both dating from around 1870, collapsed along the Grimburgwal in Amsterdam, the Netherlands, on 1 September 2020. The historic quay wall consisted of a masonry wall, built of a timber deck supported by several rows of timber piles of about 12 m long. As over 200 km of such quays exists in Amsterdam and...
journal article 2022
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Hemel, M. (author), Korff, M. (author), Peters, D.J. (author)
The historic canal wall structures in many Northern European cities have been built as masonry walls on a timber deck founded on timber piles. For analysis of the resistance of those structures and assessment of their remaining service life, suitable and accurate calculation models are needed. Thereto an analytical method was developed for...
journal article 2022
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Roubos, A.A. (author), Peters, D.J. (author), Steenbergen, Raphael D.J.M. (author)
Structural codes rely on generalised target reliability indices, which are mainly derived for buildings. It is unclear, however, whether these indices are applicable to the specific risk-profile of quay walls, jetties, and flexible dolphins. In this study, target reliability indices for marine structures were derived from various risk...
conference paper 2019
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Roubos, A.A. (author), Peters, D.J. (author), Groenewegen, Leon (author), Steenbergen, R. (author)
Design methods for marine structures have evolved into load and resistance factor design, however existing partial safety factors related to berthing velocity and loads have not been verified and validated by measurement campaigns. In this study, field observations of modern seagoing vessels berthing in Bremerhaven, Rotterdam and Wilhelmshaven...
journal article 2018
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Peters, D.J. (author)
Revetment systems prevent erosion of dikes. The systems need to be stable under wave attack. The size and the weight of revetment elements is the main contribution to their stability. Pattern-placed revetments consist of relatively small blocks or column-shaped natural stones or concrete elements, placed in a regular grid. The pattern creates a...
doctoral thesis 2017
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Habets, C.J.W. (author), Peters, D.J. (author), de Gijt, J.G. (author), Metrikine, A. (author), Jonkman, Sebastiaan N. (author)
Conventional seismic designs of quay walls in ports are mostly based on pseudo-static analysis. A more advanced alternative is the Performance-Based Design (PBD) method, which evaluates permanent deformations and amounts of (repairable) damage under seismic loading. The aim of this study is to investigate the suitability of this method for...
journal article 2016
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Lendering, K.T. (author), Jonkman, S.N. (author), Peters, D.J. (author)
New ports are mostly constructed on low lying coastal areas or shallow coastal waters. The quay wall and terminal yard are raised to a level well above mean sea level to assure flood safety. The resulting ‘convention-al terminal’ requires large volumes of fill material often dredged from the sea, which is costly. The terminal yard of a ‘polder...
conference paper 2013
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Lendering, K. (author), Jonkman, S.N. (author), Peters, D.J. (author)
New ports are mostly constructed on low lying coastal areas or in shallow coastal waters. The quay wall and terminal yard are raised to a level well above mean sea level to assure flood safety. The resulting ‘conventional terminal’ requires large volumes of good quality fill material often dredged from the sea, which is costly. The alternative...
conference paper 2013
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Peters, D.J. (author)
master thesis 2010
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Peters, D.J. (author)
Het project betreft het beproeven van teenconstructies met een horizontale kracht. De gedachte daarbij is dat deze kracht de belasting representeert die de bekleding uitoefent op de teenconstructie indien deze naar beneden glijdt en tegen de teen gaat rusten. Er zijn twee locaties beproefd. Op één locatie bestaat de teenconstructie uit een rij...
report 2008
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Peters, D.J. (author)
In deze rapportage wordt de toetsing van steenbekleding op een helling gedurende belasting door golven behandeld. De werking van het golffront en golfklap worden hierin constructief benaderd. Afgesloten wordt met de dynamische respons en de zwakte punten in de toplaag.
report 2007
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Peters, D.J. (author), Pfeiffer, A. (author)
Dit rapport is een onderdeel van het Onderzoekzoeksprogramma Kennisleemtes Steenbekledingen. Het betreft onderzoek op deelplan 7.3 naar de kennisleemte omtrent de bijdrage van klemming aan de stabiliteit van steenbekledingen onder golfaanval. Met het programma ZSteen worden stijghoogteverschillen berekend die werken op de toplaagelementen van de...
report 2007
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Peters, D.J. (author)
This report belongs to the research programme on unknown aspects of Block Revetment systems. The stability of block revetments under wave loading is presumed to benefit from clamping forces. In previous studies a physical model for clamping forces was developed and verified. The existing design and design checking software code SteenToets...
report 2007
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Peters, D.J. (author)
Dit rapport is een onderdeel van het Onderzoekzoeksprogramma Kennisleemtes Steenbekledingen. Het betreft onderzoek op deelplan 7.3 naar de kennisleemte omtrent de bijdrage van klemming aan de stabiliteit van steenbekledingen onder golfaanval. Met het programma ZSteen worden stijghoogteverschillen berekend die werken op de toplaagelementen van de...
report 2007
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Blom, J.A.H. (author), Van Nieuwenhuijzen, L. (author), Peters, D.J. (author)
Dit rapport is een onderdeel van het Onderzoeksprogramma Kennisleemtes Steenbekledingen. Het betreft onderzoek op deelplan 7.3 naar de kennisleemte omtrent de bijdrage van klemming aan de stabiliteit van steenbekledingen onder golfaanval. Het beschrijft de trekproeven en schuifproeven die in het veld zijn uitgevoerd ter verificatie van het...
report 2007
document
Peters, D.J. (author)
Dit rapport is een onderdeel van het Onderzoeksprogramrna Kennisleemtes Steenbekledingen. Het betreft onderzoek op deelplan 7.3 klaar de kennisleemte omtrent de bijdrage van klemming aan de stabiliteit van steenbekledingen onder golfaanval. Het beschrijft de trekproeven en schuifproeven die in het veld zijn uitgevoerd ter verificatie van het...
report 2007
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Peters, D.J. (author)
Onderdeel 1: Normaalkracht Met een numeriek model zijn simulaties uitgevoerd om inzicht te krijgen in de opbouw van de normaalkracht in de zetting, teneinde een keuze te kunnen maken voor de normaalkrachtsopbouw die in de STEENTOETS-berekening moet worden aangenomen. Onderdeel 2 en 3: Formules belasting golffront en golfklap Op grond van de door...
report 2007
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