Searched for: subject:"Architecture%5C%2Band%5C%2BBuilding"
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Visser, J.H.M. (author)
The current theory of ASR gel formation in concrete between silicic acid anions with cations and is unable to explain the differences in concentration required for gel formation between e.g. potassium and sodium or the effect of calcium on the gel formation. In this paper, a new gelation mechanism is explained by means of a condensation between...
article 2018
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Borsje, H. (author), Swinkels, M. (author), Berg, N. (author)
De Afsluitdijk is op dit moment ruim tachtig jaar oud en heeft ons al die jaren goed tegen de krachten en invloeden van het zeewater beschermd (foto 1 en 2). Rijkswaterstaat gaat de Afsluitdijk nu een grote opknapbeurt geven, zodat hij tot ten minste 2050 mee kan. De dijk wordt zodanig versterkt dat hij bestand is tegen het stijgende zeewater....
article 2018
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Gómez, S.S. (author), Metrikine, A. (author), Carboni, B. (author), Lacarbonara, W. (author)
In this paper, identification of energy dissipation in the joints of a lab-scale structure is accomplished. The identification is carried out by means of an energy flow analysis and experimental data. The devised procedure enables to formulate an energy balance in the vicinity of the joints to obtain local energy dissipation. In this paper, a...
article 2018
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Nijland, T.G. (author)
public lecture 2017
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Polder, R.B. (author), van Put, M. (author), Peelen, W.H.A. (author)
Testing for the chloride threshold (also called critical chloride content) for corrosion initiation of steel in concrete has been found difficult and, at best, time consuming. Nevertheless, the chloride threshold is an important parameter in service life design of new structures and for evaluation of the remaining service life of existing...
conference paper 2017
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van Hees, R.P.J. (author), Naldini, S. (author)
Age and ageing can be felt as negative occurrences. For monuments, however, old age is traditionally considered to be a positive quality. Without a certain age, the designation "monument" hardly applies. Ageing can be seen as the work of time, which has always been valued: ageing was sometimes even artificially induced in the past. In this paper...
bookPart 2017
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Attanasio, A. (author), Largo, A. (author), Vinai, R. (author), Soutsos, M. (author), Visser, J. (author), van Gijlswijk, R. (author), Panagiotopoulou, C. (author), Taxiarchou, M. (author), Sonzogni, F. (author), Preda, M. (author), Pugliese, M. (author)
Portland cement production is an energy-intensive process responsible for a significant share of the total CO2 production. Its replacement with low carbon binders from by-products of industrial processes is a sustainable alternative for innovative construction materials. In addition, the combination of low carbon binders with recycled aggregates...
conference paper 2017
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Mookhoek, S.D. (author), van Kanten-Roos, W. (author), Bijleveld, F. (author)
The Province of Zuid-Holland encourages the development of innovations to make the provincial road network more energy efficient. This is one way the province can contribute to reducing energy consumption and CO2 emissions in accordance with the Dutch energy agreement. To this end, the Province of Zuid-Holland, Strukton Civiel and TNO have...
other 2017
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Bronkhorst, A.J. (author), van Bentum, C.A. (author), Geurts, C.P.W. (author)
In recent years, the use of computational fluid dynamics (CFD) to evaluate flow fields has become more popular in various branches of industry. In building design, there is a similar trend towards the increasing use of CFD. There are several guidelines for CFD analysis of flows in the urban environment, e.g. [1-4]. For assessment of wind speed...
conference paper 2017
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Angst, U.M. (author), Geiker, M.R. (author), Michel, A. (author), Gehlen, C. (author), Wong, H. (author), Isgor, O.B. (author), Elsener, B. (author), Hansson, C.M. (author), Francois, R. (author), Hornbostel, K. (author), Polder, R.B. (author), Alonso, M.C. (author), Sanchez, M. (author), Correia, M.J. (author), Criado, M. (author), Sagues, A. (author), Buenfeld, N. (author)
Although the steel–concrete interface (SCI) is widely recognized to influence the durability of reinforced concrete, a systematic overview and detailed documentation of the various aspects of the SCI are lacking. In this paper, we compiled a comprehensive list of possible local characteristics at the SCI and reviewed available information...
article 2017
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Leonetti, D. (author), Hashemi, B. (author), Allaix, D.L. (author), Maljaars, J. (author)
This paper investigates the differences in the predicted fatigue life of transverse butt weld joints and cover-plated beams considering statistically based fitting methods on fatigue test data and comparing the results with the S-N relation proposed in international standards. The test data fitting are performed by employing the Least Square...
conference paper 2017
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Giezen, C. (author), Mookhoek, S.D. (author), Schelland, M. (author), Paffen, P. (author), Bouman, F.G.M. (author), van Dommelen, A.E. (author), Erkens, S.M.J.G. (author), Hofman, R. (author), Villani, M.M. (author), Bennis, T.A. (author)
conference paper 2017
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Ritzen, M.J. (author), Vroon, Z.A.E.P. (author), Rovers, R. (author), Lupíšek, A. (author), Geurts, C.P.W. (author)
Building Integrated PV (BIPV) is considered as a key development for successful deployment of PV in the built environment. However, the effect of PV integration on environmental impact is not fully understood. In this study a single indicator for environmental impact assessment of BIPV is investigated in the Netherlands. A BIPV rooftop with 24...
article 2017
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Voormeeren, L.O. (author), van der Meer, F.P. (author), Maljaars, J. (author), Sluys, L.J. (author)
The last decade has seen a growing interest in cohesive zone models for fatigue applications. These cohesive zone models often suffer from a lack of generality and applying them typically requires calibrating a large number of model-specific parameters. To improve on these issues a new method has been proposed in this paper based on the Thick...
article 2017
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Berlo, L.A.H.M. (author), Natrop, M. (author), Korpershoek, G. (author)
In a BIM data flow, an essential part of the coordination between disciplines is the agreement on recesses and openings in building elements. Different disciplines will request recesses and openings in elements that are managed and maintained by others. Using the full dataset of the elements has proven to be inoperable because of the information...
conference paper 2017
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Luiten, G.T. (author)
public lecture 2017
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Geurts, C.P.W. (author), Bronkhorst, A.J. (author), van Bentum, C.A. (author), Hielema, J. (author)
An investigation is presented to determine the wind loads on external solar blinds on two 60 m high towers. This investigation was performed some years after the construction of the towers, with the sun blinds in place. A combination of wind tunnel tests and full scale measurements was done. The shape of the towers, and the unique design of the...
conference paper 2017
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Dieteren, G. (author), Bigaj-van Vliet, A.J. (author), Yang, Y. (author), Sangers, A. (author)
In-situ load testing of reinforced concrete (RC) structures is often performed to confirm the presence of the required resistance for the intended use (Conformity Load Testing) or to support the assessments of the residual capacity by models (Supplementary Load Testing for Condition Assessment). When performing an in-situ load test, one of the...
conference paper 2017
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van Meerveld, H. (author), Schoenmaker, R. (author), Wessels, J.F.M. (author), Bakker, J. (author)
This paper discusses the development and first testing of a valid, reliable, functional and simple indicator, that represents the long term effect of short term decisions. Such an indicator can assist counteracting short term views in network level asset management decision making. Short-termism or myopia may occur in cases where service level...
conference paper 2017
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Slobbe, A. (author), Allaix, D.L. (author), Yang, Y. (author)
Different analytical models exist to predict the shear strength of reinforced concrete members. Generally, each of these shear strength models consists of a formulation based on certain underlying theory and fitted model coefficients. The model fitting parameters are usually established from the comparison with test data. Hence, the predictive...
conference paper 2017
Searched for: subject:"Architecture%5C%2Band%5C%2BBuilding"
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