Report
Report
[1]
A. Andersson,
"Dynamic behaviour of soil-steel composite bridges for high-speed railways,"
, TRITA-ABE-RPT, 208, 2020.
[2]
A. Ansell,
"Vibration induced loads in rock bolts and anchorage bolts for concrete hydraulic structures,"
, TRITA-ABE-RPT, 2031, 2020.
[3]
R. Abbasiverki, L. Ahmed and E. Nordström,
"Analysis of load and response on large hydropower draft tube structures,"
Energiforsk AB, 2019.
[4]
A. Andersson,
"Dynamic analysis of simply supported slab bridges,"
Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1922, 2019.
[5]
R. Malm, J. Enzell and M. Hassanzadeh,
"Full-scale test of the Dome Plug for KBS-3V deposition tunnels – structural response of the concrete dome,"
SVENSK KÄRNBRÄNSLEHANTERING AB, SKB P-18-14, 2019.
[6]
J. Enzell and R. Malm,
"Full-scale test of the Dome Plug for KBS-3V deposition tunnels. Project summary and evaluation of the final results,"
SVENSK KÄRNBRÄNSLEHANTERING AB, SKB TR18-02, 2019.
[7]
A. Ansell,
"Guidelines for practical use when shotcreting close to blasting and vibrations in hard rock,"
Stockholm, BeFo Report, 189, 2019.
[8]
J. Leander et al.,
"Smart condition assessment, surveillance and management of critical bridges,"
Stockholm : KTH Royal Institute of Technology, 2019.
[9]
D. Jelagin et al.,
"Asphalt layer rutting performance prediction tools,"
Linkoping : VTI, Statens väg och transportforskningsinstitut, VTI rapport, 968A, 2018.
[10]
[11]
R. de Frias Lopez et al.,
"DEM model for high-speed railway embankments,"
, Report BIG, A2016:2, 2018.
[12]
J. Leander,
"Fatigue life prediction of steel bridges using a small scale monitoring system,"
Stockholm, 2018.
[13]
T. Gasch, L. Ahmed and R. Malm,
"Instrumentation and Modelling of a Reactor Containment Building,"
Energiforsk, Energiforsk report, 2018:526, 2018.
[14]
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.
[15]
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.
[16]
B. G. Hellers,
"The BCE-system, prestressed hybrids of AAC and HPC,"
KTH Royal Institute of Technology, TRITA-BYTE, 2018:1, 2018.
[17]
M. Westberg Wilde et al.,
"Theme D - Syntheis: Risk analysis – assessment of reliability for concrete dams : 14th International Benchmark Workshop on Numerical Analysis of Dams,"
Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1802001, 2018.
[18]
M. Ülker-Kaustell,
"Dynamic behaviour of pot bearings : A preliminary study,"
KTH Royal Institute of Technology, TRITA-BKN. Bulletin, 168, 2017.
[19]
R. Malm,
"Evaluation of the concrete dome plugDomPlu – follow-up 2017,"
KTH Royal Institute of Technology, TRITA-BKN Report, 167, 2017.
[20]
R. Abbasiverki,
"Initial study on seismic analyses of concrete and embankment dams in Sweden,"
Stockholm, TRITA-BKN. Report, 164, 2017.
[21]
R. Malm et al.,
"Load Capacity of Grouted Rock Bolts Due to Degradation : 2017:374,"
Energiforsk AB, 2017.
[22]
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.
[23]
A. Andersson and T. Arvidsson,
"Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines,"
Stockholm, TRITA-BKN, 165, 2017.
[24]
D. M. Ivars et al.,
"A case study of the Odenplan station in the Stockholm City Link project - Analysis of in situ stresses and observed ground behaviour.,"
Stockholm, ISRN BEFO-R—139—SE, 2016.
[25]
F. Johansson, W. Bjureland and J. Spross,
"Application of Reliability-based Design Methods to Underground Excavation in Rock,"
, BeFo Rapport, 155, 2016.
[26]
R. Malm,
"Evaluation of the concrete dome plugDomPlu – follow-up 2016,"
KTH Royal Institute of Technology, TRITA-BKN Report, 161, 2016.
[27]
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.
[28]
[29]
L. Ahmed,
"Impact-type vibration effects on young concrete for tunnelling,"
BeFo, BeFo-rapporter, 147, 2016.
[30]
Q. Wang et al.,
"Indoor Environment and Energy Performance Evaluation of Low Temperature Heating In Retrofitting Existing Swedish Residential Buildings,"
Stockholm : KTH Royal Institute of Technology, 2016.
[31]
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.
[32]
M. Westberg Wilde and F. Johansson,
"Probablilistic model code for concrete dams. : Report 2016:292,"
Stockholm : Energiforsk, 2016.
[33]
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.
[34]
R. Malm,
"Evaluation of the concrete dome plug DomPlu – follow-up 2015,"
KTH Royal Institute of Technology, TRITA-BKN Report, 156, 2015.
[35]
R. Malm,
"Instrumentation and Evaluation of the Concrete Dome Plug DOMPLU,"
KTH Royal Institute of Technology, TRITA-BKN Report, 147, 2015.
[36]
L. Pettersson and H. Sundquist,
"Design of soil steel composite bridges,"
KTH Royal Institute of Technology, TRITA-BKN, 112 (5th ed.), 2014.
[37]
A. Andersson,
"Impact loading on concrete slabs : Experimental tests and numerical simulations,"
Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.
[38]
L. E. Bryne,
"Investigation and development of material properties for shotcrete for hard rock tunnels,"
Stockholm : Stiftelsen Bergteknisk Forskning, BeFo Rapport, 133, 2014.
[39]
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.
[40]
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.
[41]
T. Gasch et al.,
"Cracking in the concrete foundation for hydropower generators : Part II,"
Stockholm : Elforsk, Elforsk rapport, 13:64, 2013.
[42]
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.
[43]
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.
[44]
R. Malm et al.,
"Probabilistic analyses of crack propagation in concrete dams : Part 1,"
Stockholm : Elforsk, Elforsk report, 13:65, 2013.
[45]
T. Gasch et al.,
"Probabilistic analyses of crack propagation in concrete dams : Part II,"
Elforsk, Elforsk rapport, 13:66, 2013.
[46]
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.
[47]
S. Trillkott,
"Test performed on a ABB submarine cable type QEVE-R4.2/2.6,"
, TRITA-BKN Teknisk Rapport 2013:03, 2013.
[48]
A. Andersson,
"Adaptive and semi-active vibration control of railway bridge dynamics,"
Dublin, LLB-RODIS-REP, 1.1b, 2012.
[49]
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.
[50]
L. Ahmed,
"Laboratory simulation of blasting induced bond failure between rock and shotcrete,"
, BeFo, 116, 2012.