Sven Thelandersson

Search results

• 2018

  Moisture conditions of rain-exposed glue laminated timber members: the effect of different detailing: the effect of different detailing

  Niklewski, J., Isaksson, T., Frühwald Hansson, E. & Thelandersson, S., 2018, In: Wood Material Science and Engineering. 13, 3, p. 129-140

  Research output: Contribution to journal › Article › peer-review

  • Moisture Content 100%
  • Moisture 100%
  • Performance 33%
  • Glulam 33%
  • Detail Design 33%
• 2015

  Determining Appropriate Design Impact Loads to Roadside Structures Using Stochastic Modeling

  Björnsson, I., Thelandersson, S. & Carlsson, F., 2015, In: Journal of Bridge Engineering. p. 05015001-1-05015001-11

  Research output: Contribution to journal › Article › peer-review

  • Roadsides 100%
  • Impact Force 40%
  • Supports 20%
  • Impact Energy 20%
  • Straight Road 20%
• 2013

  Development of decay performance models for outdoor timber structures

  Isaksson, T., Brischke, C. & Thelandersson, S., 2013, In: Materials and Structures. 46, 7, p. 1209-1225

  Research output: Contribution to journal › Article › peer-review

  • Timber 100%
  • Wood 100%
  • Moisture 83%
  • Design 50%
  • Temperature 40%

• Experimental investigation on the effect of detail design on wood moisture content in outdoor above ground applications

  Isaksson, T. & Thelandersson, S., 2013, In: Building and Environment. 59, p. 239-249

  Research output: Contribution to journal › Article › peer-review

  • Detail Design 100%
  • Ground Application 100%
  • Design Format 16%
  • Show Detail 16%
  • Service Life Design 16%

• Modelling of bending creep of low- and high-temperature-dried spruce timber

  Honfi, D., Mårtensson, A., Thelandersson, S. & Kliger, R., 2013, In: Wood Science and Technology.

  Research output: Contribution to journal › Article › peer-review

  • Low-Temperature 100%
  • Creep 100%
  • Models 75%
  • Prediction 25%
  • Test Result 25%

• Mould resistance design (MRD) model for evaluation of risk for microbial growth under varying climate conditions

  Thelandersson, S. & Isaksson, T., 2013, In: Building and Environment. 65, p. 18-25

  Research output: Contribution to journal › Article › peer-review

  • Microbial 100%
  • Design Model 100%
  • Models 75%
  • Temperature 75%
  • Relative Humidity 50%
• 2012

  Reliability of beams according to Eurocodes in serviceability limit state

  Honfi, D., Mårtensson, A. & Thelandersson, S., 2012, In: Engineering Structures. 35, p. 48-54

  Research output: Contribution to journal › Article › peer-review

  • Serviceability 100%
  • Reliability Index 60%
  • Load Combination 40%
  • Structural Member 20%
  • Design Code 20%

• Transverse thermal stresses in concrete box cross-sections due to climatic exposure

  Larsson, O. & Thelandersson, S., 2012, In: Structural Concrete. 13, 4, p. 227-235

  Research output: Contribution to journal › Article › peer-review

  • Temperature 100%
  • Thermal Stress 100%
  • Input Data 33%
  • Box Section 33%
  • Linear Temperature 33%
• 2011

  Estimating extreme values of thermal gradients in concrete structures

  Larsson, O. & Thelandersson, S., 2011, In: Materials and Structures. 44, 8, p. 1491-1500

  Research output: Contribution to journal › Article › peer-review

  • Thermal Gradient 100%
  • Air Temperature 33%
  • Temperature Difference 33%
  • Field Measurement 33%
  • Eurocodes 33%

• Robustness of Structures: Lessons from failures

  Agarwal, J., Haberland, M., Holicky, M., Sykora, M. & Thelandersson, S., 2011, In: Structural Engineering International. 22, 1, p. 105-111

  Research output: Contribution to journal › Article › peer-review

• Verifikation von Rheologische Modelle durch messung an Bestehenden Holztragwerken

  Schänzlin, J., Kuhlmann, U., Thelandersson, S. & Sedlbauer, K., 2011, (Submitted) In: Bauingenieur.

  Research output: Contribution to journal › Article
• 2010

  Critical conditions for onset of mould growth under varying climate conditions

  Isaksson, T., Thelandersson, S., Ekstrand-Tobin, A. & Johansson, P., 2010, In: Building and Environment. 45, 7, p. 1712-1721

  Research output: Contribution to journal › Article › peer-review

  • Mould Growth 100%
  • Critical Condition 100%
  • Climate 100%
  • Temperature 100%
  • Models 71%
• 2009

  Crack Behavior near Reinforcing Bars in Concrete Structures

  Tammo, K. & Thelandersson, S., 2009, In: ACI Structural Journal. 106, 3, p. 259-267

  Research output: Contribution to journal › Article › peer-review

  • Crack Width 100%
  • Concrete Structure 100%
  • Concrete Cover 66%
  • Limitations 16%
  • Design Method 16%

• Crack widths near reinforcement bars for beams in bending

  Tammo, K. & Thelandersson, S., 2009, In: Structural Concrete. 10, 1, p. 27-34

  Research output: Contribution to journal › Article › peer-review

  • Reinforcement Bar 100%
  • Concrete Cover 50%
  • Cracking Behavior 33%
  • Corrosive Attack 16%
  • Concrete Prism 16%

• Nonlinear analysis of crack widths in reinforced concrete

  Tammo, K., Lundgren, K. & Thelandersson, S., 2009, In: Magazine of Concrete Research. 61, 1, p. 23-34

  Research output: Contribution to journal › Article › peer-review

  • Crack Width 100%
  • Reinforced Concrete 100%
  • Crack 100%
  • Concrete Cover 50%
  • Finite Element Method 50%
• 2008

  Reliability-based evaluation of the prestress level in concrete containments with unbonded tendons

  Anderson, P., Hansson, M. & Thelandersson, S., 2008, In: Structural Safety. 30, 1, p. 78-89

  Research output: Contribution to journal › Article › peer-review

  • Reliability 100%
  • Prestress 100%
  • Models 7%
  • Corrosion 7%
  • Internals 7%

• Vibration-based structural damage identification using wavelet transform

  Baissa, W., Haritos, N. & Thelandersson, S., 2008, In: Mechanical Systems and Signal Processing. 22, 5, p. 1194-1215

  Research output: Contribution to journal › Article › peer-review

  • Transforms 100%
  • Structural Damage Identification 100%
  • Models 66%
  • Energy Density 66%
  • Energy Engineering 33%
• 2003

  Aspects on reliability calibration of safety factors for timber structures

  Svensson, S. & Thelandersson, S., 2003, In: European Journal of Wood and Wood Products. 61, 5, p. 336-341

  Research output: Contribution to journal › Article › peer-review

  • Codes 100%
  • Reliability 100%
  • Calibration 100%
  • Factor of Safety 100%
  • Truss 50%

• Behavior of reinforced concrete beams with loss of bond at longitudinal reinforcement

  Jeppsson, J. & Thelandersson, S., 2003, In: Journal of Structural Engineering. 129, 10, p. 1376-1383

  Research output: Contribution to journal › Article › peer-review

  • Reinforced Concrete Beam 100%
  • Reduction 16%
  • Failure (Mechanical) 16%
  • Maximum Load 16%
  • Test Series 16%

• Capacity of timber roof trusses considering statistical system effects

  Hansson, M. & Thelandersson, S., 2003, In: European Journal of Wood and Wood Products. 61, 3, p. 161-166

  Research output: Contribution to journal › Article › peer-review

  • Buckling Effect 100%
  • Design Rule 100%
  • Failure Criterion 100%
  • Design Engineering 100%

• The effect of moisture gradients on tensile strength perpendicular to grain in glulam

  Jönsson, J. & Thelandersson, S., 2003, In: European Journal of Wood and Wood Products. 61, 5, p. 342-348

  Research output: Contribution to journal › Article › peer-review

  • Drying 100%
  • Moisture Gradient 100%
  • Internal Stress 100%
  • Glulam 100%
  • Wetting 100%
• 2002

  Assessment of probabilistic system effects on the reliability of timber trusses

  Hansson, M. & Thelandersson, S., 2002, In: Materials and Structures. 35, 253, p. 573-578

  Research output: Contribution to journal › Article › peer-review

  • Reliability 100%
  • Truss 100%
  • Statistical Model 40%
  • Bearing Capacity 40%
  • Elements 20%

• Influence on crack development in concrete structures from imposed strains and varying boundary conditions

  Pettersson, D., Alemo, J. & Thelandersson, S., 2002, In: Construction and Building Materials. 16, 4, p. 207-213

  Research output: Contribution to journal › Article › peer-review

  • Development 100%
  • Concrete Structure 100%
  • Elements 50%
  • Crack Width 50%
  • Nodes 25%
• 2001

  Crack development in concrete structures due to imposed strains - Part I: Modelling

  Pettersson, D. & Thelandersson, S., 2001, In: Materials and Structures. 34, 1, p. 7-13

  Research output: Contribution to journal › Article › peer-review

• Crack development in concrete structures due to imposed strains - Part II. Parametic study of a wall fully restrained at the base.

  Pettersson, D. & Thelandersson, S., 2001, In: Materials and Structures. 34, 1, p. 14-20

  Research output: Contribution to journal › Article › peer-review
• 2000

  Design for crack control in concrete structures on ground exposed to imposed strains.

  Pettersson, D. & Thelandersson, S., 2000, In: Structural Concrete. 1, 4, p. 163-172

  Research output: Contribution to journal › Article › peer-review
• 1990

  Effects of moisture and mechanical loading on wooden materials

  Mårtensson, A. & Thelandersson, S., 1990, In: Wood Science and Technology. 24, 3, p. 247-261

  Research output: Contribution to journal › Article › peer-review

  • Mechanical Loading 100%
  • Creep 100%
  • Models 66%
  • Cycles 66%
  • Structural Element 66%