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.
[2]
O. Skoglund,
"Structural details for an improved fatigue strength of steel bridges : With the focus on the intermediate cross-beam connection,"
, TRITA-ABE-RPT, 2139, 2021.
[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]
[5]
A. Andersson,
"Dynamic behaviour of soil-steel composite bridges for high-speed railways,"
, TRITA-ABE-RPT, 208, 2020.
[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.
[8]
J. Leander,
"Fatigue life prediction of steel bridges using a small scale monitoring system,"
Stockholm, 2018.
[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.
[23]
R. Karoumi and I. Gonzalez,
"Continuous monitoring of the High Coast Suspension Bridge : Measurement period: February to December 2010,"
, Technical Report, 2011:03, 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.
[27]
S. Trillkott,
"Test performed on a Draka submarine cable type SM-MEYEW with armour wires 1,8 mm,"
, Teknisk rapport, 2010:3, 2010.
[28]
S. Trillkott,
"Test performed on a Draka submarine cable type SM-MEYEW with armour wires 2,2 mm,"
, Teknisk rapport, 2010:4, 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.
[35]
M. Enckell and J. Wiberg,
"Monitoring of the New Årsta Railway Bridge. Presentation of measured data and report on the monitoring system over the period 2003-2007,"
, Teknisk rapport, Brobyggnad, 2008:14, 2008.
[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.
[41]
E. Bayoglu Flener,
"Full-scale Testing of two Corrugated Steel Box Culverts with Different Crown Stiffness, Part II,"
, Trita-BKN. Bulletin, 118, 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.
[46]
E. Bayoglu Flener,
"Full-scale Testing of two Corrugated Steel Box Culverts with Different Crown Stiffness : Part I,"
, Trita-BKN. Bulletin, 93, 2006.
[47]
R. Karoumi and A. Andersson,
"Load testing of the new Svinesund Bridge : Presentation of results and theoretical verification of bridge behaviour,"
, 2006.
[48]
R. Karoumi, M. Plos and A. Andersson,
"Load Testing of the New Svinesund Bridge : Programme for load testing and FE-analysis of loading patterns,"
, TRITA-BKN, 95, 2006.
[49]
R. Karoumi, G. James and M. Plos,
"Monitoring of the New Svinesund Bridge : Report 2, Presentation of results and theoretical verification of bridge behaviour,"
, TRITA-BKN Rapport, 1103-4289, 94, 2006.
[50]
R. Karoumi and M. Ülker-Kaustell,
"Monitoring of the New Svinesund Bridge : Report 3, The influence of temperature, wind and damages on the dynamic properties of the Bridge,"
, TRITA-BKN, 99, 2006.