At small distances of holes to the edges of steel plates the net cross-section resistance may be strongly influenced by accidental eccentricity of holes that otherwise comply with execution tolerances. In the paper this influence was dealt with by using the reliability analysis and determination of the partial resistance factors. It was demonstrated that the partial factor 1,25 assures the required reliability up to edge distances that are not smaller than 1,2 times the hole diameter.
COBISS.SI-ID: 4701025
The paper presents modified automatic differentiation approach that leads to the new notation of the classical mechanical problems and automation of derivation of transient coupled problems.
COBISS.SI-ID: 4708193
The aim of the AWARD project is to raise the awareness of the need for accessible built environment for disabled persons. The material is electronic and can be presented in the traditional form, as a distance learning tool or as individual learning material. The preliminary testing of the material was performed at several schools in partner countries; in Slovenia the testing was done at the Departments of the Sanitary Engineering, Physiotherapy and Occupational Therapy at the Faculty of the Health Studies, University of Ljubljana. (http://www.vsz.uni-lj.si/award/index.htm).
COBISS.SI-ID: 4939617
The effect of the constituent materials of different types of high strength concretes, and the other characteristics of concrete mix, on the development of compressive strength has been studied, with the emphasis on the early stages of maturing of such concretes. In the case of concretes containing cement with a high specific surface area and a predominant amount of alite, as well as in the case of concretes containing no silica fume or only a small amount of it, strength increased rapidly in the early stage of hardening, whereas later its rate of increase was practically insignificant.
COBISS.SI-ID: 4962913
The paper presents a new method for quadratically convergent, eigenvector free calculation of stability points that is not prone to spurious solutions.
COBISS.SI-ID: 4793697