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1

Najczestsze bledy popelniane przez budowniczych domow szkieletowych

100%
Tomusiak A.
Przemysł Drzewny
|
2000
|
tom 51
|
nr 07-08
49-50
2

Study on the application of different types of roof trusses in wooden constructions

100%
Tomusiak A.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2010
|
tom 72
3

Szkieletowy dom drewniany w systemie kanadyjskim

100%
Tomusiak A.
Przemysł Drzewny
|
1999
|
tom 50
|
nr 04
28-32
4

Analysis of technical parameters of external walls in wooden buildings

63%
Tomusiak A., Czykierda M.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2007
|
tom 62
5

State of preservation analysis of the wooden construction of the Holiest Sacrament altar in the right wing of the transept in the Holy Cross Church in Warsaw

63%
Tomusiak A., Cichy A.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 76
State of preservation analysis of the wooden construction of the Holiest Sacrament altar in the right wing of the transept in the Holy Cross Church in Warsaw. The altar structure was scrutinised. A number of errors in the construction were found, starting with the foundations and ending with the lateral elements of the altar. It has been recommended to monitor the structure and to eliminate the existing structural errors.
6

Analysis of stresses and deformation of board paintings

63%
Matejak M., Tomusiak A.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
1988
|
tom 38
7

Load capacity of wooden elements made of pine wood, joined using gang nails and degraded by fungus activity

63%
Tomusiak A., Grzeczkowski Z.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2006
|
tom 59
8

Deformations of wall-paintings under the influemce of climate changes

63%
Matejak M., Tomusiak A.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
1996
|
tom 47
103-109
9

Przykladowe konstrukcje z tarcicy gieto-klejonej warstwowo

63%
Grzeskiewicz M., Tomusiak A.
Przemysł Drzewny
|
1998
|
tom 49
|
nr 05
17-18
10
Artykuł dostępny w postaci pełnego tekstu - kliknij by otworzyć plik
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Optimisation of the interval betwen trusses joined with nail plates in a farm utility building, with the use of MiTek software

63%
Tomusiak A., Plociennik M.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2013
|
tom 84
11

Mechanical properties of wooden I-joist strengthened with gang nail strip

63%
Tomusiak A., Sikora W.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2005
|
tom 57
Chosen mechanical properties such as MOE, load capacity and bending strength were determined for I-joist made of solid pine wood and OSB. I-joist were reinforced using gang nail strip under bottom flange. Results show that reinforcement of I- joist isn't so efficient as reinforcement of beam made of solid pine wood.
12

Characteristics of decorative wooden flooring in the Castle Museum in Lancut

51%
Korycinski W., Swaczyna I., Tomusiak A., Rozanska A.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 74
13

The load capacity gang nails joints of LVL members

51%
Tomusiak A., Wisniewski O., Stanczak J.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2004
|
tom 55
In the paper results of load capacity gang nail joints test are presented. Joined members were made of birch and alder LVL and of solid pine wood. The higher load capacity was obtained for joints members made of LVL birch. The lowest result were for joints of solid pine wood.
14

Local concentration of stresses as a result of the notch in different positions to the bottom surface of bending solid timber beam based on numerical analysis in Solidworks Simulation environment

51%
Burawska I., Tomusiak A., Turski M., Beer P.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 73
Local concentration of stresses as a result of the notch in different positions to the bottom surface of bending solid timber beam based on numerical analysis in Solidworks Simulation environment. The study investigated the phenomenon of local concentration of stresses in the bent timber beams weakened by the opening. Weakness in the timber simulate knotholes or decayed knots. It was found that the value of local concentration of stresses and stress concentration factor depends , i.a., on the strength of the bending load, crosssectional dimensions of beams, as well as the size and location of the opening in relation to the bottom surface of bending beam.
15

Design and structure of decorative wooden flooring sets in manor houses

51%
Rozanska A., Swaczyna I., Tomusiak A., Korycinski W.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 75
16

Influence of the length of CFRP tape reinforcement adhered to the bottom part of the bent element on the distribution of normal stresses and on the elastic curve

51%
Burawska I., Tomusiak A., Beer P.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 73
Influence of the length of CFRP tape reinforcement adhered to the bottom part of the bent element on the distribution of normal stresses and on the elastic curve. The paper analyses the influence of reinforcements made of CFRP tape on the distribution of normal stresses and on the elastic curve of a wooden beam that is being bent. It was a numerical analysis made in the Solidworks Simulation environment. The local reinforcement of the element permitted to reduce the elastic curve by up to 20% and to reduce the maximum normal stresses by 80% in the proximity of the opening, by using a 50 cm long CFRP tape. It has been concluded that CFRP tapes may be useful for local reinforcement of the tensed areas of bent wooden beams that are weakened due to openings produced by knots that fell out or rotted.
17

Indentation and abrasion resistance of decorative wood flooring of the Castle in Łańcut

45%
Swaczyna I., Tomusiak A., Kedzierski A., Korycinski W., Policinska-Serwa A.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2009
|
tom 69
18

Designs of wooden floorings in historical buildings in the Kolbuszowa County

39%
Swaczyna I., Kedzierski A., Rozanska A., Szymczyk A., Tomusiak A., Rzewska Z.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2010
|
tom 72
19

Hardness and wear resistance tests of the wood species most frequently used in flooring panels

39%
Swaczyna, Kedzierski A., Tomusiak A., Cichy A., Rozanska A., Policinska-Serwa A.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2011
|
tom 76
Hardness and wear resistance tests of the wood species most frequently used in flooring panels. The hardness and wear resistance tests of the wood species most frequently used in flooring panels show that hardness is closely related to wood density, whereas the correlation of wear resistance is lower, with a very high coefficient of variation.
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