Report

[1]

J. Leander et al., "Smart condition assessment, surveillance and management of critical bridges," Stockholm : KTH Royal Institute of Technology, 2019.

[2]

D. Jelagin et al., "Asphalt layer rutting performance prediction tools," Linkoping : VTI, Statens väg och transportforskningsinstitut, VTI rapport, 968A, 2018.

[3]

L. Ahmed and A. Guarin, "Crack propagation under water pressure," Stockholm/Sweden, 2018.

[4]

J. Leander, "Fatigue life prediction of steel bridges using a small scale monitoring system," Stockholm, 2018.

[5]

T. Gasch, L. Ahmed and R. Malm, "Instrumentation and Modelling of a Reactor Containment Building," Energiforsk, Energiforsk report, 2018:526, 2018.

[6]

F. Johansson et al., "Investigation of research needs regarding the storage of hydrogen gas in lined rock caverns : Prestudy for Work Package 2.3 in HYBRIT Research Program 1," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 182, 2018.

[7]

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.

[8]

B. G. Hellers, "The BCE-system, prestressed hybrids of AAC and HPC," KTH Royal Institute of Technology, TRITA-BYTE, 2018:1, 2018.

[9]

M. Ülker-Kaustell, "Dynamic behaviour of pot bearings : A preliminary study," KTH Royal Institute of Technology, TRITA-BKN. Bulletin, 168, 2017.

[10]

R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2017," KTH Royal Institute of Technology, TRITA-BKN Report, 167, 2017.

[11]

R. Abbasiverki, "Initial study on seismic analyses of concrete and embankment dams in Sweden," Stockholm, TRITA-BKN. Report, 164, 2017.

[12]

R. Malm et al., "Load Capacity of Grouted Rock Bolts Due to Degradation : 2017:374," Energiforsk AB, 2017.

[13]

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.

[14]

A. Andersson and T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," Stockholm, TRITA-BKN, 165, 2017.

[15]

R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2016," KTH Royal Institute of Technology, TRITA-BKN Report, 161, 2016.

[16]

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.

[17]

R. Malm, "Guideline for FE analyses of concrete dams," , Energiforsk report, 2016:270, 2016.

[18]

L. Ahmed, "Impact-type vibration effects on young concrete for tunnelling," BeFo, BeFo-rapporter, 147, 2016.

[19]

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.

[20]

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.

[21]

R. Malm, "Evaluation of the concrete dome plug DomPlu – follow-up 2015," KTH Royal Institute of Technology, TRITA-BKN Report, 156, 2015.

[22]

R. Malm, "Instrumentation and Evaluation of the Concrete Dome Plug DOMPLU," KTH Royal Institute of Technology, TRITA-BKN Report, 147, 2015.

[23]

L. Pettersson and H. Sundquist, "Design of soil steel composite bridges," KTH Royal Institute of Technology, TRITA-BKN, 112 (5th ed.), 2014.

[24]

A. Andersson, "Impact loading on concrete slabs : Experimental tests and numerical simulations," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.

[25]

L. E. Bryne, "Investigation and development of material properties for shotcrete for hard rock tunnels," Stockholm : Stiftelsen Bergteknisk Forskning, BeFo Rapport, 133, 2014.

[26]

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.

[27]

R. Malm et al., "Cracking in the concrete foundation for hydropower generators : Analyses of non-linear drying diffusion, thermal effects and mechanical loads," Stockholm : Elforsk, Elforsk report, 13:63, 2013.

[28]

T. Gasch et al., "Cracking in the concrete foundation for hydropower generators : Part II," Stockholm : Elforsk, Elforsk rapport, 13:64, 2013.

[29]

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.

[30]

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.

[31]

R. Malm et al., "Probabilistic analyses of crack propagation in concrete dams : Part 1," Stockholm : Elforsk, Elforsk report, 13:65, 2013.

[32]

T. Gasch et al., "Probabilistic analyses of crack propagation in concrete dams : Part II," Elforsk, Elforsk rapport, 13:66, 2013.

[33]

T. Gasch et al., "Seismic analyses of nuclear facilities with interaction between structure and water : Comparison between methods to account for Fluid-Structure-Interaction (FSI)," Stockholm : Elforsk, Elforsk rapport, 13:79, 2013.

[34]

S. Trillkott, "Test performed on a ABB submarine cable type QEVE-R4.2/2.6," , TRITA-BKN Teknisk Rapport 2013:03, 2013.

[35]

A. Andersson, "Adaptive and semi-active vibration control of railway bridge dynamics," Dublin, LLB-RODIS-REP, 1.1b, 2012.

[36]

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.

[37]

L. Ahmed, "Laboratory simulation of blasting induced bond failure between rock and shotcrete," , BeFo, 116, 2012.

[38]

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.

[39]

S. Trillkott, "Static testing of spreader twistlocks," KTH Royal Institute of Technology, Teknisk rapport - Brobyggnad, 2012:5, 2012.

[40]

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.

[41]

R. Karoumi and I. Gonzalez, "Continuous monitoring of the High Coast Suspension Bridge : Measurement period: February to December 2010," , Technical Report, 2011:03, 2011.

[42]

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.

[43]

S. Trillkott, "Test performed on a Nexan submarine cable type TF704-TD," , Teknisk rapport, 2011:5, 2011.

[44]

F. Bergholm, "Adjacency Matrices and Descriptions of Air Voids in 3D," , 2010.

[45]

A. Ansell et al., "Crack propagation in buttress dams : Application of non-linear models - Part II," Elforsk, Elforsk, 10:69, 2010.

[46]

F. Bergholm, "Documentation of developed Image Segmentation and Methodology," , 2010.

[47]

S. Trillkott, "Test performed on a Alcatel submarine cable type URC-1 HA (Linx)," , Teknisk rapport, Brobyggnad, 2010:8, 2010.

[48]

S. Trillkott, "Test performed on a Draka submarine cable type SM-MEYEW with armour wires 1 mm," , Teknisk rapport, Brobyggnad, 2010:2, 2010.

[49]

S. Trillkott, "Test performed on a Draka submarine cable type SM-MEYEW with armour wires 1,8 mm," , Teknisk rapport, 2010:3, 2010.

[50]

S. Trillkott, "Test performed on a Draka submarine cable type SM-MEYEW with armour wires 2,2 mm," , Teknisk rapport, 2010:4, 2010.