Skip to main content
To KTH's start page To KTH's start page

Report

Report

[1]
[2]
[4]
E. Jenelius et al., "Prestudy on Establishing a Research Project on Forecasting Methodology," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2328, 2023.
[7]
M. Hoeft et al., "Construction Automation and Robotics in Infrastructure," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2121, 2022.
[9]
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.
[11]
J. Spross et al., "Toward risk-based life cycle assessments in geotechnical design," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2222, 2022.
[12]
N. T. V. Dang, "Weathering steel and its applications in bridge construction," , TRITA-ABE-RPT, 2225, 2022.
[13]
L. Zou, U. Håkansson and V. Cvetkovic, "Analysis of cement grout propagation in fractured rocks," Stockholm, 2021.
[14]
J. Enzell, R. Malm and E. Nordström, "Methods for assessing the failure process of concrete dams founded on rock," Stockholm : Energiforsk, 2021.
[15]
H. Badia Rodriguez et al., "Modelling of Micromobility (M3) - Prestudy on Knowledge Needs and Usage Patterns : Final report," KTH Royal Institute of Technology, 2021.
[18]
O. Skoglund, "Theory of critical distances to estimate the total and the initiation life of fatigue," Stockholm, Sweden, TRITA-ABE-RPT, 2141, 2021.
[19]
O. Skoglund, "Understanding distortion induced fatigue," Stockholm, Sweden, 2021.
[22]
A. Sjölander, "Structural behaviour of shotcrete in hard rock tunnels," Stockholm, BeFo Report 379, 2020.
[24]
R. Abbasiverki, L. Ahmed and E. Nordström, "Analysis of load and response on large hydropower draft tube structures," Energiforsk AB, 2019.
[25]
A. Andersson, "Dynamic analysis of simply supported slab bridges," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1922, 2019.
[26]
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.
[27]
[30]
S. Peftitsi, E. Jenelius and O. Cats, "Modeling the interaction between metro platform and on-board crowding," KTH Royal Institute of Technology, 2019.
[31]
E. Jenelius and M. Cebecauer, "SHARP: Pre-study of Data Sharing for Demand-Responsive and Public Transport System-of-Systems : Public report," Fordonsstrategisk forskning och innovation, 2019.
[32]
J. Leander et al., "Smart condition assessment, surveillance and management of critical bridges," Stockholm : KTH Royal Institute of Technology, 2019.
[33]
E. Nordström et al., "Structural safey of cracked concrete dams," Stockholm, Energiforsk, 2019:623, 2019.
[34]
D. Jelagin et al., "Asphalt layer rutting performance prediction tools," Linkoping : VTI, Statens väg och transportforskningsinstitut, VTI rapport, 968A, 2018.
[35]
L. Ahmed and A. Guarin, "Crack propagation under water pressure," Stockholm/Sweden, 2018.
[36]
R. de Frias Lopez et al., "DEM model for high-speed railway embankments," , Report BIG, A2016:2, 2018.
[38]
T. Gasch, L. Ahmed and R. Malm, "Instrumentation and Modelling of a Reactor Containment Building," Energiforsk, Energiforsk report, 2018:526, 2018.
[40]
A. Pernestål Brenden et al., "Shared Automated Vehicles - Research & Assessment in a 1st pilot : SARA1 Results report," KTH Royal Institute of Technology, 2018.
[41]
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.
[42]
B. G. Hellers, "The BCE-system, prestressed hybrids of AAC and HPC," KTH Royal Institute of Technology, TRITA-BYTE, 2018:1, 2018.
[43]
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.
[45]
A. Sjölander, "Analyses of shotcrete stress states due to varying lining thickness and irregular rock surfaces," Stockholm : Stiftelsen Bergteknisk Forskning (BeFo), BeFo Rapport, 173, 2017.
[46]
[47]
M. Ülker-Kaustell, "Dynamic behaviour of pot bearings : A preliminary study," KTH Royal Institute of Technology, TRITA-BKN. Bulletin, 168, 2017.
[48]
R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2017," KTH Royal Institute of Technology, TRITA-BKN Report, 167, 2017.
[49]
R. Abbasiverki, "Initial study on seismic analyses of concrete and embankment dams in Sweden," Stockholm, TRITA-BKN. Report, 164, 2017.
[50]
B.-L. Nelldal, "Line capacity and train capacity for future rail freight corridors : Capacity4Rail WP32.2 Appendix 1, EC Contract No FP7- 605650," Stockholm : KTH Royal Institute of Technology, TRITA-TEC-RR, 17-011, 2017.
Page responsible:admin@byv.kth.se
Belongs to: Department of Civil and Architectural Engineering
Last changed: Feb 24, 2022