Report

Report

[1]
R. Abbasiverki, L. Ahmed and E. Nordström, "Analysis of load and response on large hydropower draft tube structures," Energiforsk AB, 2019.
[4]
J. Leander et al., "Smart condition assessment, surveillance and management of critical bridges," Stockholm : KTH Royal Institute of Technology, 2019.
[5]
D. Jelagin et al., "Asphalt layer rutting performance prediction tools," Linkoping : VTI, Statens väg och transportforskningsinstitut, VTI rapport, 968A, 2018.
[6]
L. Ahmed and A. Guarin, "Crack propagation under water pressure," Stockholm/Sweden, 2018.
[8]
T. Gasch, L. Ahmed and R. Malm, "Instrumentation and Modelling of a Reactor Containment Building," Energiforsk, Energiforsk report, 2018:526, 2018.
[10]
A. Andersson, "Simplified approach to dynamic analysis of railway bridges for high-speed trains," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1837, 2018.
[11]
B. G. Hellers, "The BCE-system, prestressed hybrids of AAC and HPC," KTH Royal Institute of Technology, TRITA-BYTE, 2018:1, 2018.
[13]
M. Ülker-Kaustell, "Dynamic behaviour of pot bearings : A preliminary study," KTH Royal Institute of Technology, TRITA-BKN. Bulletin, 168, 2017.
[14]
R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2017," KTH Royal Institute of Technology, TRITA-BKN Report, 167, 2017.
[15]
R. Abbasiverki, "Initial study on seismic analyses of concrete and embankment dams in Sweden," Stockholm, TRITA-BKN. Report, 164, 2017.
[17]
J. Lind Östlund et al., "Soil-Structure Interaction for foundations on High-Speed Railway Bridges," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 166, 2017.
[18]
A. Andersson and T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," Stockholm, TRITA-BKN, 165, 2017.
[21]
R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2016," KTH Royal Institute of Technology, TRITA-BKN Report, 161, 2016.
[22]
D. Martino, "Fatigue Capacity of Bolted Connection in use on Soil Steel Composite Bridges : Fracture investigation," KTH Royal Institute of Technology, TRITA-BKN, 159, 2016.
[23]
R. Malm, "Guideline for FE analyses of concrete dams," , Energiforsk report, 2016:270, 2016.
[24]
L. Ahmed, "Impact-type vibration effects on young concrete for tunnelling," BeFo, BeFo-rapporter, 147, 2016.
[25]
N. Sommerfeldt, H. Muyingo and T. af Klintberg, "Photovoltaic Systems for Swedish Prosumers : A technical and economic analysis focused on cooperative multi-family housing," Stockholm : KTH Royal Institute of Technology, 2016.
[26]
M. Westberg Wilde and F. Johansson, "Probablilistic model code for concrete dams. : Report 2016:292," Stockholm, 2016.
[27]
A. Nejad Ghafar, A. Draganovic and S. Larsson, "AN EXPERIMENTAL STUDY OF THE INFLUENCE OF DYNAMIC PRESSURE ON IMPROVING GROUT PENETRABILITY," Stockholm, BeFo Report, 149, 2015.
[28]
R. Malm, "Evaluation of the concrete dome plug DomPlu – follow-up 2015," KTH Royal Institute of Technology, TRITA-BKN Report, 156, 2015.
[29]
R. Malm, "Instrumentation and Evaluation of the Concrete Dome Plug DOMPLU," KTH Royal Institute of Technology, TRITA-BKN Report, 147, 2015.
[30]
L. Pettersson and H. Sundquist, "Design of soil steel composite bridges," KTH Royal Institute of Technology, TRITA-BKN, 112 (5th ed.), 2014.
[31]
A. Andersson, "Impact loading on concrete slabs : Experimental tests and numerical simulations," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.
[32]
L. E. Bryne, "Investigation and development of material properties for shotcrete for hard rock tunnels," Stockholm : Stiftelsen Bergteknisk Forskning, BeFo Rapport, 133, 2014.
[33]
H. Lind et al., "Sustainable renovation strategy in the Swedish Million HomesProgramme : A case study," KTH Royal Institute of Technology, Working Paper Series, Department of Real Estate and Construction Management & Centre for Banking and Finance (cefin), 14/02, 2014.
[35]
T. Gasch et al., "Cracking in the concrete foundation for hydropower generators : Part II," Stockholm : Elforsk, Elforsk rapport, 13:64, 2013.
[36]
K. Nuno, "Damage detection of a steel truss bridge using frequency response function curvature method," Stockholm : KTH Royal Institute of Technology, TRITA-BKN Rapport, 2013.
[37]
A. Zangeneh Kamali, C. Svedholm and M. Johansson, "Effects of restrained thermal strains in transversal direction of concrete slab frame bridges," Stockholm : KTH Royal Institute of Technology, TRITA-BKN Rapport, 149, 2013.
[38]
R. Malm et al., "Probabilistic analyses of crack propagation in concrete dams : Part 1," Stockholm : Elforsk, Elforsk report, 13:65, 2013.
[39]
T. Gasch et al., "Probabilistic analyses of crack propagation in concrete dams : Part II," Elforsk, Elforsk rapport, 13:66, 2013.
[41]
S. Trillkott, "Test performed on a ABB submarine cable type QEVE-R4.2/2.6," , TRITA-BKN Teknisk Rapport 2013:03, 2013.
[42]
A. Andersson, "Adaptive and semi-active vibration control of railway bridge dynamics," Dublin, LLB-RODIS-REP, 1.1b, 2012.
[43]
K. Wittchen et al., "Building typologies in Nordic countries : Identification of potential energy saving measures," Hörsholm, Denmark : SBi, Statens Byggeforskningsinstitut, SBi report, 2012-04, 2012.
[45]
C. Pacoste, M. Plos and M. Johansson, "Recommendations for finite element analysis for the design of concrete slabs," KTH Royal Institute of Technology, TRITA-BKN, 144, 2012.
[46]
S. Trillkott, "Static testing of spreader twistlocks," KTH Royal Institute of Technology, Teknisk rapport - Brobyggnad, 2012:5, 2012.
[47]
M. Treviño et al., "Bonded cement-based material overlays for the repair, the lining or the strengthening of slabs or pavements : Chapter 4-7," Dordrecht, Heidelberg, London, New York : Springer, RILEM State-of-the-Art Reports, 3, 2011.
[49]
Md. M. Rahman and U. Håkansson, "In-line rheological measurements of cement based grouts using the UVP-PD method," , Rock Engineering Research Foundation. BeFo Report, 99, 2011.
[50]
S. Trillkott, "Test performed on a Nexan submarine cable type TF704-TD," , Teknisk rapport, 2011:5, 2011.
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Last changed: Oct 02, 2017