1.
| |
2.
|
The analysis described in this paper is concerned with problems of bonded anchors used in steel-concrete joints exposed to the dynamic impact load. These tests simulated [...]
|
3.
|
Abstrakt: The small aerodynamic facility with variable gas density, concentration of the airhelium mixture and flow velocity is described. Next the procedure of mixing th [...]
|
4.
|
The paper deals of a with the parametric study of the dynamic behavior multistorey panel building applying an advanced computation model developed using finite element li [...]
|
5.
|
This paper examines the influence of reinforcement steel elemental composition and surface condition (polished and unpolished) on the corrosion rate of reinforced concret [...]
|
6.
|
The construction sector is among the most resource- and energy-consuming industrial activities. Particularly, according to recent surveys, the emissions of greenhouse gas [...]
|
7.
|
In this study, an attempt was made to reduce the amount of longitudinal and shear rebars in the beam-column joints by partially replacing steel rebars with steel fibers s [...]
|
8.
|
Differences between steel and aluminium physical properties cause some changes also in design of compression members. EN 1999-1-1: Design of aluminium structures [1] allo [...]
|
9.
| |
10.
|
Paper is focused on comprehensive solution of probabilistic integrity assessment of pressure vessels. Engineering criteria was fully respected during solution, however fr [...]
|
11.
|
Semi-solid or mushy state processing permits a material to partially solidify before shape making operations. The understanding of material behaviour in the mushy state i [...]
|
12.
|
In this contribution, we present and mutually compare three approaches to the analysis of finite heterogeneous elastic bodies with a random arrangement of individual phas [...]
|
13.
|
This paper presents the results of 2 RC rectangular slab (span of 2,65 m, 0,20 m thick) column (0,40×0,40 m) connections. The bottom slab reinforcement over the column c [...]
|
14.
|
General principles of structural elements design for durability and their application for compression members are presented in this paper. Environmental influences in the [...]
|
15.
|
The paper offers a novel approach to the modeling of asphalt mixtures. It introduces a concept of so called statistically equivalent periodic unit cell (SECUP) known from [...]
|
16.
| |
17.
|
The use of lime for the construction of buildings and monuments has a long tradition. Therefore, limebased materials are also predominantly used and often even required i [...]
|
18.
|
Röder, V.
This paper deals with imperfections and their effect on compressed composite columns with use high strength materials. The high strength materials in columns under compre [...]
|
19.
|
This paper turns attention to the potential of the simulation based reliability assessment method SBRA considering especially the durability assessment of steel structure [...]
|
20.
|
Oberguggenberger, M.
Understanding the effects of model and parameter uncertainty in engineering systems has become a major theme in the past decades. Many mathematical approaches have been d [...]
|
21.
|
The paper is focused on statistical inverse analysis of material model parameters, where statistical parameters of input parameters have to be identified based on experim [...]
|
22.
|
The paper briefly reviews one of the proposed probabilistic assessment concepts. The potential of the proposed concept and of the corresponding software is emphasized. Th [...]
|
23.
|
The content of this paper relates to the impact bending strength determination of selected types of coniferous and broadleaved wood boards by means of destructive testing [...]
|
24.
|
Králik, J.
This paper gives the results of the risk-based safety analysis of the nuclear power plants in Slovakia. The probabilistic assessment of NPP concrete containment and techn [...]
|
25.
|
Kriváček, J.
The plates of thin-walled steel structures to be in nature imperfect may exhibit out-of-plane displacements (deflections) under in-plane compressive load. Such type of st [...]
|
26.
|
The present day codes use single partial safety factors for concrete irrespective of its compressive strength and reliability index, when there is high level of uncertain [...]
|
27.
|
Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slendernesses. Effects of external forces on t [...]
|
28.
|
This contribution describes a comparison of the concrete structure design results obtained via the partial reliability factor method and using the fully probabilistic met [...]
|
29.
|
The Direct Determined Fully Probabilistic Method (DDFPM) was developed as an alternative to Monte Carlo simulation procedure in case of probabilistic reliability assessme [...]
|
30.
|
The paper deals with problems of the actual behaviour of steel expansion anchors to concrete subjected to transversal force. For a long time, on the workplace of the Dept [...]
|
31.
|
The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material non [...]
|
32.
|
Concrete is represented as a two-phase material in this paper. Behaviour of a crack with its tip on the interface between two different materials - hardened cement paste [...]
|
33.
|
The subject of the paper is the probabilistic safety assessment of an unbraced steel frame containing leaning columns and exposed to several variable loads. Reliability a [...]
|
34.
|
Omishore, A.
The verification of the design reliability of a steel element according to the concepts of standards EUROCODE 3 and EN1990 is presented in the article. Reliability analys [...]
|
35.
|
Puklický, L.
Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the [...]
|
guest ::