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Anders Olsson
Anders Olsson
Verified email at lnu.se
Title
Cited by
Cited by
Year
On Latin hypercube sampling for structural reliability analysis
A Olsson, G Sandberg, O Dahlblom
Structural safety 25 (1), 47-68, 2003
9832003
Latin hypercube sampling for stochastic finite element analysis
AMJ Olsson, GE Sandberg
Journal of Engineering Mechanics 128 (1), 121-125, 2002
2892002
Prediction of timber bending strength and in-member cross-sectional stiffness vartiation on basis of local wood fibre orientation
A Olsson, J Oscarsson, E Serrano, B Källsner, M Johansson, B Enquist
European Journal of Wood and Wood Products 71 (3), 319-333, 2013
1272013
CALFEM-a finite element toolbox, version 3.4
PE Austrell, O Dahlblom, J Lindemann, A Olsson, KG Olsson, K Persson, ...
Studentlitteratur AB, 2004
121*2004
Vibration properties of a timber floor assessed in laboratory and during construction
K Jarnerö, A Brandt, A Olsson
Engineering structures 82, 44-54, 2015
802015
A 3D model for knots and related fiber deviations in sawn timber for prediction of mechanical properties of boards
M Lukacevic, G Kandler, M Hu, A Olsson, J Füssl
Materials & Design 166, 107617, 2019
792019
Strength grading on the basis of high resolution laser scanning and dynamic excitation: a full scale investigation of performance
A Olsson, J Oscarsson
European Journal of Wood and Wood Products 75, 17-31, 2017
672017
Prediction of timber bending strength on basis of bending stiffness and material homogeneity assessed from dynamic excitation
A Olsson, J Oscarsson, M Johansson, B Källsner
Wood science and technology 46, 667-683, 2012
572012
Acoustics in wooden buildings-state of the art 2008
A Olsson, Å Bolmsvik
Acoustical Society of Iceland, Reykjavik, 2008
542008
Introduktion till strukturmekaniken
S Heyden, O Dahlblom, A Olsson, G Sandberg
Studentlitteratur AB, 2007
442007
Coupled and uncoupled nonlinear elastic finite element models for monotonically loaded sheathing-to-framing joints in timber based shear walls
J Vessby, E Serrano, A Olsson
Engineering structures 32 (11), 3433-3442, 2010
372010
Strain fields around knots in Norway spruce specimens exposed to tensile forces
J Oscarsson, A Olsson, B Enquist
Wood science and technology 46, 593-610, 2012
332012
Performance of strength grading methods based on fibre orientation and axial resonance frequency applied to Norway spruce (Picea abies L.), Douglas fir (Pseudotsuga menziesii (Mirb …
A Olsson, G Pot, J Viguier, Y Faydi, J Oscarsson
Annals of Forest Science 75, 1-18, 2018
312018
Growth layer and fibre orientation around knots in Norway spruce: a laboratory investigation
M Hu, A Briggert, A Olsson, M Johansson, J Oscarsson, H Säll
Wood science and technology 52, 7-27, 2018
312018
Influence of the rope effect on the slip curve of laterally loaded, nailed and screwed timber-to-timber connections
T Gečys, TK Bader, A Olsson, S Kajėnas
Construction and Building Materials 228, 116702, 2019
282019
Modelling local bending stiffness based on fibre orientation in sawn timber
M Hu, A Olsson, M Johansson, J Oscarsson
European Journal of Wood and Wood Products 76, 1605-1621, 2018
282018
Three-dimensional modelling of knots and pith location in Norway spruce boards using tracheid-effect scanning
A Briggert, A Olsson, J Oscarsson
European Journal of Wood and Wood Products 74, 725-739, 2016
282016
Local variation of modulus of elasticity in timber determined on the basis of non-contact deformation measurement and scanned fibre orientation
M Hu, M Johansson, A Olsson, J Oscarsson, B Enquist
European Journal of Wood and Wood Products 73, 17-27, 2015
272015
Exploring the synergy between structural engineering design solutions and life cycle carbon footprint of cross-laminated timber in multi-storey buildings
A Dodoo, T Nguyen, M Dorn, A Olsson, TK Bader
Wood Material Science & Engineering 17 (1), 30-42, 2022
262022
Crack formation, strain distribution and fracture surfaces around knots in thermally modified timber loaded in static bending
J van Blokland, A Olsson, J Oscarsson, G Daniel, S Adamopoulos
Wood Science and Technology 54, 1001-1028, 2020
262020
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