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Centre for Research Infrastructure in Health and Sciences (CRI)
Central and Eastern European Studies: Understanding Belarus and Ukraine
TREVOR WISHART: Artist Talk / INTONAL 2025
LUCCI - Lund Centre for Studies of Carbon Cycle and Climate Interaction
CESTAP: Competence cEntre in Sustainable Turbine fuels for Aviation and Power
CESTAP är ett kompetenscentrum som inkluderar akademiska och industriella partners och som främjar produktion och användning av hållbara bränslen för stationära gasturbiner och jetmotorer för flyget. Bland de akademiska och institutbaserade partnerna finns Lunds universitet (koordinerande part), Luleå Tekniska Universitet och RISE (Research Institutes of Sweden). CESTAP finansieras av Energimyndig
Minutes from BDR’s meetings 24/3 and 26/4 -22 – Biologibloggen
Evaluating Fiscal Decentralization in Peru
Geologi: Från istid till nutid och Sveriges regionalgeologi
Could System-Focused Incident Review in Healthcare Bridge The Gap Between The "Work-As-Imagined" and The "Work-As-Done"?
Minutes from the BDR-meeting 26/3 -19 – Biologibloggen
From desk reject to publication – seminar on navigating scientific publishing
Modeling of nucleation and growth in glass-forming alloys using a combination of classical and phase-field theory
For metallic glasses, it is of vital importance to understand the glass formation properties and to be able to predict the crystallization process in the supercooled liquid. In the present work, we model the process of nucleation and growth using a combination of classical nucleation and phase-field theory. A diffusion coupled phase-field model is used to evaluate the work of formation and the gro
Responsible and Ethical Use of AI Tools in Teaching and Learning
Finland’s Catch-up: Convergence Through Economic Restructuring
Rättssociologiska perspektiv på barnkonventionen och barns rättigheter
System Definition File Generator for NI VeriStand
Bracing of steel bridges during construction; theory, full-scale tests and simulations
A number of steel bridges have suffered lateral-torsional failure during their construction due to their lacking adequate lateral and/or rotational stiffness. In most cases, slight bracing can be of great benefit to the main girders involved through their controlling out-of-plane deformations and enabling the resistance that is needed to be achieved. The present research concerned the performance