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Reports

Reports

[1]
O. Skoglund, "Fatigue life estimation based on LEFM and the study of initial parameters," Stockholm, Sweden : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2128, 2022.
[3]
O. Skoglund, "Theory of critical distances to estimate the total and the initiation life of fatigue," Stockholm, Sweden, TRITA-ABE-RPT, 2141, 2021.
[4]
O. Skoglund, "Understanding distortion induced fatigue," Stockholm, Sweden, 2021.
[6]
A. Andersson, "Dynamic analysis of simply supported slab bridges," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1922, 2019.
[7]
J. Leander et al., "Smart condition assessment, surveillance and management of critical bridges," Stockholm : KTH Royal Institute of Technology, 2019.
[9]
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.
[10]
M. Ülker-Kaustell, "Dynamic behaviour of pot bearings : A preliminary study," KTH Royal Institute of Technology, TRITA-BKN. Bulletin, 168, 2017.
[11]
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.
[12]
A. Andersson and T. Arvidsson, "Train-Track-Bridge Interaction for non-ballasted Railway Bridges on High-Speed Lines," Stockholm, TRITA-BKN, 165, 2017.
[13]
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.
[14]
L. Pettersson and H. Sundquist, "Design of soil steel composite bridges," KTH Royal Institute of Technology, TRITA-BKN, 112 (5th ed.), 2014.
[15]
A. Andersson, "Impact loading on concrete slabs : Experimental tests and numerical simulations," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 153, 2014.
[16]
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.
[17]
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.
[18]
S. Trillkott, "Test performed on a ABB submarine cable type QEVE-R4.2/2.6," , TRITA-BKN Teknisk Rapport 2013:03, 2013.
[19]
A. Andersson, "Adaptive and semi-active vibration control of railway bridge dynamics," Dublin, LLB-RODIS-REP, 1.1b, 2012.
[20]
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.
[21]
S. Trillkott, "Static testing of spreader twistlocks," KTH Royal Institute of Technology, Teknisk rapport - Brobyggnad, 2012:5, 2012.
[22]
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.
[24]
S. Trillkott, "Test performed on a Nexan submarine cable type TF704-TD," , Teknisk rapport, 2011:5, 2011.
[25]
S. Trillkott, "Test performed on a Alcatel submarine cable type URC-1 HA (Linx)," , Teknisk rapport, Brobyggnad, 2010:8, 2010.
[26]
S. Trillkott, "Test performed on a Draka submarine cable type SM-MEYEW with armour wires 1 mm," , Teknisk rapport, Brobyggnad, 2010:2, 2010.
[29]
S. Trillkott, "Test performed on a ELKA submarine cable type SA48," , Teknisk rapport, Brobyggnad, 2010:9, 2010.
[30]
S. Trillkott, "Test performed on a Nexan submarine cable type URC-1 SA4.2-G192," , Teknisk rapport, 2010:6, 2010.
[31]
S. Trillkott, "Test performed on a Ericsson submarine cable type GJMLTV 1-48 G652 25 ton," , Teknisk rapport, Brobyggnad, 2009:2, 2009.
[32]
S. Trillkott, "Test performed on a Ericsson submarine cable type GJMLTV 15 ton DA," , Teknisk rapport, Brobyggnad, 2009:3, 2009.
[33]
S. Trillkott, "Test performed on a Nestor Underwater Cable FYOHBMP2, 5 JW," , Teknisk rapport, Brobyggnad, 2009:7, 2009.
[34]
S. Trillkott, "Test performed on a Nexan Underwater Cable GASALTTLV 48 ribbon fibre," , Teknisk rapport, Brobyggnad, 2009:11, 2009.
[36]
S. Trillkott, "Test performed on a Ericsson submarine cable type GJMLTV 25 ton DA," , Teknisk rapport, Brobyggnad, 2008:5, 2008.
[37]
S. Trillkott, "Test performed on a Ericsson submarine cable type GJMLTV 40 ton DA," , Teknisk rapport, Brobyggnad, 2008:6, 2008.
[38]
R. Karoumi, F. Carlsson and A. Liljencrantz, "Assessment of actual traffic loads using B-WIM," , 2007.
[39]
A. Jutila and H. Sundquist, "ETSI PROJECT (Stage 1) : Bridge Life Cycle Optimization," , TKK-SRT-37, Helsinki University of technology Publications in Bridge Engineering, 2007.
[40]
S. Trillkott, "Fatigue and static testing of a twistlock container lifting device," , Teknisk rapport, Brobyggnad, 2007:7, 2007.
[42]
S. Trillkott, "Test performed on a Ericsson submarine cable GASLMLTV 15 ton SA," , Teknisk rapport, Brobyggnad, 2007:5, 2007.
[43]
S. Trillkott, "Test performed on a Nexan loose tube buried cable type GRHALTTLV 4-96," , Teknisk rapport, Brobyggnad, 2007:11, 2007.
[44]
S. Trillkott, "Test performed on a submarine cable Nexan type URC-1," , Teknisk rapport, Brobyggnad, 2007:12, 2007.
[45]
S. Trillkott, "Test performed on submarine cable AEI SA CS-D-003," , Teknisk rapport, Brobyggnad, 2007:10, 2007.
Full list in the KTH publications portal
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Last changed: Feb 25, 2022