129 research outputs found
ΠΠ°ΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π΄Π΅ΡΡΠ΅Π»ΡΠ½ΠΎΡΡΠΈ ΠΏΠΎ ΠΎΠ±Π΅ΡΠΏΠ΅ΡΠ΅Π½ΠΈΡ ΡΠ½Π΅ΡΠ³ΠΎΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΠΈ ΡΠ½Π΅ΡΠ³Π΅ΡΠΈΠΊΠΈ
ΠΡΠΈ ΠΎΡΠ΅Π½ΠΊΠ΅ ΠΏΡΡΠ΅ΠΉ ΡΠ°Π·Π²ΠΈΡΠΈΡ ΠΌΠΈΡΠΎΠ²ΠΎΠΉ ΡΠ½Π΅ΡΠ³Π΅ΡΠΈΠΊΠΈ Π½Π΅ΠΎΠ±Ρ
ΠΎΠ΄ΠΈΠΌΠΎ ΡΡΠΈΡΡΠ²Π°ΡΡ ΡΠ»ΠΎΠΆΠ½ΡΠΉ ΠΊΠΎΠΌΠΏΠ»Π΅ΠΊΡ ΡΠ°ΠΊΡΠΎΡΠΎΠ² β Π½Π°ΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΠΈ ΠΏΡΠΈΠΎΡΠΈΡΠ΅ΡΡ ΠΌΠΈΡΠΎΠ²ΠΎΠΉ ΡΠΊΠΎΠ½ΠΎΠΌΠΈΠΊΠΈ ΠΈ ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΠΎΡΡΠΈ, ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΠ΅, ΡΠ΅ΡΡΡΡΠ½ΡΠ΅ ΠΈ ΡΠΊΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΠ΅ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΠΈ, ΡΠ½Π΅ΡΠ³Π΅ΡΠΈΡΠ΅ΡΠΊΠΈΠ΅, ΠΏΠΎΠ»ΠΈΡΠΈΡΠ΅ΡΠΊΠΈΠ΅, Π΄Π΅ΠΌΠΎΠ³ΡΠ°ΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΏΡΠΎΠ±Π»Π΅ΠΌΡ, Π° ΡΠ°ΠΊΠΆΠ΅ Π²Π΅ΡΡΠΈ ΡΡΠ΅Ρ Π²Π·Π°ΠΈΠΌΠ½ΠΎΠ³ΠΎ Π²Π»ΠΈΡΠ½ΠΈΡ Π²ΡΠ΅Ρ
ΡΠΊΠ°Π·Π°Π½Π½ΡΡ
ΡΠ°ΠΊΡΠΎΡΠΎΠ² Π΄ΡΡΠ³ Π½Π° Π΄ΡΡΠ³Π°. ΠΠ°ΠΆΠ½ΠΎ ΡΡΠ΅ΡΡΡ Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΡ ΡΠ°Π·Π²ΠΈΡΠΈΡ ΡΠ½Π΅ΡΠ³Π΅ΡΠΈΠΊΠΈ ΠΈ ΡΡΠΎΠ²Π½Ρ ΡΠΊΠΎΠ½ΠΎΠΌΠΈΠΊΠΈ. ΠΠ½Π΅ΡΠ³Π΅ΡΠΈΠΊΠ° ΡΡΠ΅Π±ΡΠ΅Ρ ΠΎΠ±ΡΠ΅Π΄ΠΈΠ½Π΅Π½ΠΈΡ ΡΡΠΈΠ»ΠΈΠΉ Π²ΡΠ΅Π³ΠΎ ΡΠ΅Π»ΠΎΠ²Π΅ΡΠ΅ΡΡΠ²Π° Π΄Π»Ρ ΡΠ΅ΡΠ΅Π½ΠΈΡ Π²ΠΎΠ·Π½ΠΈΠΊΡΠΈΡ
ΠΏΡΠΎΠ±Π»Π΅ΠΌ ΠΈ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΡ ΡΡΡΠ°ΡΠ΅Π³ΠΈΠΈ ΡΠ°Π·Π²ΠΈΡΠΈΡ. ΠΠ»Π°Π²Π½Π°Ρ Π·Π°Π΄Π°ΡΠ° β ΠΏΡΠ΅Π΄ΠΎΡΠ²ΡΠ°ΡΠ΅Π½ΠΈΠ΅ ΡΠΊΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΊΡΠΈΠ·ΠΈΡΠ°, ΡΡΠΈΠΌΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ ΠΏΡΠΎΡΠ΅ΡΡΠ° ΠΏΠ΅ΡΠ΅Ρ
ΠΎΠ΄Π° ΠΊ ΡΠ½Π΅ΡΠ³Π΅ΡΠΈΠΊΠ΅ Π½ΠΎΠ²ΠΎΠ³ΠΎ ΡΠΈΠΏΠ°.It is necessary to take account the difficult complex of factors: directions and priorities of world economy and industry, technological, resources and ecological possibilities power, political, demographic problems, and also to register mutual influencing of all indicated factors on each other at estimation ways of the development world energy. It is important to take account dependence the energy development and economic level. The energy requires associations of efforts all humanity for the decision problems and determination strategy of development. A main task is prevention of ecological crisis, the stimulation process of transition to energy new type
Π Π΅Π³ΠΈΡΡΡΠ°ΡΠΈΡ ΠΈΠΌΠΏΡΠ»ΡΡΠΎΠ² Π½Π°ΠΏΡΡΠΆΠ΅Π½ΠΈΡ, Π½Π°Π²Π΅Π΄Π΅Π½Π½ΡΡ Π²ΡΡΠΎΠΊΠΎΠ²ΠΎΠ»ΡΡΠ½ΡΠΌΠΈ ΡΠ°Π·ΡΡΠ΄Π°ΠΌΠΈ Π² ΡΠ°ΠΌΠΎΠ½Π΅ΡΡΡΠΈΡ ΠΈΠ·ΠΎΠ»ΠΈΡΠΎΠ²Π°Π½Π½ΡΡ ΠΏΡΠΎΠ²ΠΎΠ΄Π°Ρ Π²ΠΎΠ·Π΄ΡΡΠ½ΡΡ Π»ΠΈΠ½ΠΈΠΉ
Π£ΠΏΡΠ°Π²Π»ΡΠ½Π½Ρ ΠΏΡΠΈΠ±ΡΡΠΊΠΎΠΌ ΠΏΡΠ΄ΠΏΡΠΈΡΠΌΡΡΠ² Π² ΠΊΠΎΠ½ΡΠ΅ΠΊΡΡΡ Π·Π°Π±Π΅Π·ΠΏΠ΅ΡΠ΅Π½Π½Ρ Π΅ΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΡ ΡΡΠ½ΠΊΡΡΠΎΠ½ΡΠ²Π°Π½Π½Ρ ΡΠ° ΡΠΎΠ·Π²ΠΈΡΠΊΡ Π΅ΠΊΠΎΠ½ΠΎΠΌΡΠΊΠΈ Π£ΠΊΡΠ°ΡΠ½ΠΈ
ΠΠΎΡΠ»ΡΠ΄ΠΆΠ΅Π½ΠΎ ΡΠ΅ΠΎΡΠ΅ΡΠΈΠΊΠΎ-ΠΌΠ΅ΡΠΎΠ΄ΠΈΡΠ½Ρ Π·Π°ΡΠ°Π΄ΠΈ ΡΠΏΡΠ°Π²Π»ΡΠ½Π½Ρ ΠΏΡΠΈΠ±ΡΡΠΊΠΎΠΌ ΠΏΡΠ΄ΠΏΡΠΈΡΠΌΡΡΠ²Π°
Numerical Modeling of Physic-Chemical Processes of Multicore Cable in the Polymerization
There are developed mathematical model of physical and chemical processes of polymerization adhesive coating stranded cable. There are found time of full polymerization in the shell of the multicore cable product. There are compared with the single-core cable. Also the necessity of changing the speed of the cable pulling the multilayer product compared with single-core
The Problem of Shortage of Foreign Language Training for Students During Professional Skills Development in the Field of Mechatronics
The article notes the shortage of foreign language training for Russian students studying in the Electric Drive and Automation program that hinders a successful mastering of professional engineering skills in the field of mechatronics. The absence of a holistic approach to language training is described on the example of the federal educational standards for Power and Electrical Engineering and similar educational programs. The article gives examples of an approach to solving this problem, which is used in some universities of the Siberian Federal District and it proposes the concept of using a foreign language in the professional training, aimed at overcoming the problem
Π£ΡΠ΅Π±Π½ΠΎΠ΅ ΠΏΠΎΡΠΎΠ±ΠΈΠ΅ ΠΏΠΎ Π½Π°ΡΡΠ½ΠΎΠΌΡ ΡΡΠΈΠ»Ρ ΡΠ΅ΡΠΈ "ΠΠ°ΠΊΡΠΎΡΠΊΠΎΠ½ΠΎΠΌΠΈΠΊΠ°"
Organizational simulation of complex process engineering projects in the chemical industry
Charring Rates for Different Cross Sections of Laminated Veneer Lumber (LVL)
Current research at the University of Canterbury is investigating the performance of a new type of timber floor system made of a timber-concrete composite. This newly proposed timber floor system uses double LVL members connected together with screwed connections to form one larger LVL member. Recent large scale fire tests showed that the joint between these two screwed LVL members opened up during fire exposure. This opening phenomenon causes concerns as the overall charring rate of the joint LVL members is subsequently increased.
The main focus of this research, therefore, was to examine the charring rate for different cross sections of single and double LVL members, with different connection types for the double members. The single LVL member examined was 63mm width whereas the double LVL members examined were 90mm and 126mm width. Three connection types were investigated which were nails, screws and glue. Their corresponding charring rates and burning characteristics were examined both in the small furnace provided by the University of Canterbury and in the pilot furnace at the Building Research Association of New Zealand (BRANZ) in Wellington.
The overall finding from the small furnace testing shows that the overall average side charring rate for a 30 minute fire exposure was 0.76mm/min; whereas the overall average side charring rate for a 60 minute fire exposure was 0.66mm/min. Moreover for a 30 minute fire exposure, the average bottom charring rates for nail, screw and glue connected double LVL members were 1.00mm/min, 0.83mm/min and 0.83mm/min, respectively. For a 60 minute fire exposure, the average bottom charring rates for screw and glue connected double LVL members were 0.97mm/min and 0.57mm/min, respectively. The nail connected double LVL members experienced the highest bottom charring rate as it suffered the largest bottom separation which allowed the heat to travel into the mid-span resulting in a higher bottom charring rate. Out of these three connection types, the glued connection was the best connection type.
Experimental findings were compared with the simulated results generated by the SAFIR finite element program. Experimental findings were also used to modify the spreadsheet design tool which predicts the fire resistance rating of a timber-concrete composite floor under user defined load conditions and floor geometries
Π Π²ΠΎΠΏΡΠΎΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΡΠ»Π΅ΠΊΡΡΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΈΠΈ Π΄Π»Ρ ΠΏΠ΅ΡΠ΅ΡΠ°Π±ΠΎΡΠΊΠΈ ΡΡΡΠ΄Π½ΠΎΠΎΠ±ΠΎΠ³Π°ΡΠΈΠΌΡΡ Π·ΠΎΠ»ΠΎΡΠΎΡΠΎΠ΄Π΅ΡΠΆΠ°ΡΠΈΡ ΠΏΠ΅ΡΠΊΠΎΠ² ΡΠΎΡΡΡΠΏΠ½ΡΡ ΠΌΠ΅ΡΡΠΎΡΠΎΠΆΠ΄Π΅Π½ΠΈΠΉ
Π ΠΎΠ·Π³Π»ΡΠ΄Π°ΡΡΡΡΡ ΠΌΠΎΠΆΠ»ΠΈΠ²Ρ Π½Π°ΠΏΡΡΠΌΠΈ ΠΏΠΎΠ΄Π°Π»ΡΡΠΎΠ³ΠΎ Π²Π΄ΠΎΡΠΊΠΎΠ½Π°Π»Π΅Π½Π½Ρ Π²ΠΆΠΈΠ²Π°Π½Π½Ρ Π΅Π»Π΅ΠΊΡΡΠΎΠ΄ΠΈΠ½Π°ΠΌΡΡΠ½ΠΈΡ
ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΡΠ². ΠΠΆΠΈΠ²Π°Π½Π½Ρ ΡΠΌΠΏΡΠ»ΡΡΠ½ΠΎΡ ΡΠ΅Ρ
Π½ΡΠΊΠΈ Π΄Π»Ρ Π³Π΅Π½Π΅ΡΠ°ΡΡΡ ΠΌΠ°Π³Π½ΡΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΠ»Ρ Π² ΡΠΎΠ±ΠΎΡΡΠΉ Π·ΠΎΠ½Ρ ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΡΠ² Π΄ΠΎΠ·Π²ΠΎΠ»ΠΈΠ»ΠΎ ΠΏΠΎΠ»ΡΠΏΡΠΈΡΠΈ ΡΡ
ΡΠΎΠ±ΠΎΡΡ Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Ρ ΡΠΎΠ·ΡΠΈΡΠΈΡΠΈ ΠΎΠ±Π»Π°ΡΡΡ Π²ΠΆΠΈΠ²Π°Π½Ρ. ΠΠ°ΠΏΡΠΎΠΏΠΎΠ½ΠΎΠ²Π°Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ»ΠΎΠ³ΡΡ ΠΏΠΎΠ±ΡΠ΄ΠΎΠ²ΠΈ ΡΠ΅ΡΡΡΡΠΎΠ·Π±Π΅ΡΡΠ³Π°ΡΡΠΈΡ
Π΅ΠΊΠΎΠ»ΠΎΠ³ΡΡΠ½ΠΎ Π±Π΅Π·ΠΏΠ΅ΡΠ½ΠΈΡ
ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΡΡΠ½ΠΈΡ
Π»ΡΠ½ΡΠΉ Π·Π±Π°Π³Π°ΡΠ΅Π½Π½Ρ Π΄Π»Ρ ΠΏΠ΅ΡΠ΅ΡΠΎΠ±ΠΊΠΈ ΠΌΠ΅ΡΠ°Π»ΠΎΠ½ΠΎΡΠ½ΠΈΡ
ΠΏΡΡΠΊΡΠ² Π½Π° ΠΎΡΠ½ΠΎΠ²Ρ Π΅Π»Π΅ΠΊΡΡΠΎΠ΄ΠΈΠ½Π°ΠΌΡΡΠ½ΠΈΡ
ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΡΠ².Π Π°ΡΡΠΌΠ°ΡΡΠΈΠ²Π°ΡΡΡΡ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΡΠ΅ Π½Π°ΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π΄Π°Π»ΡΠ½Π΅ΠΉΡΠ΅Π³ΠΎ ΡΠΎΠ²Π΅ΡΡΠ΅Π½ΡΡΠ²ΠΎΠ²Π°Π½ΠΈΡ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠ»Π΅ΠΊΡΡΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΠΎΠ². ΠΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ ΠΈΠΌΠΏΡΠ»ΡΡΠ½ΠΎΠΉ ΡΠ΅Ρ
Π½ΠΈΠΊΠΈ Π΄Π»Ρ Π³Π΅Π½Π΅ΡΠ°ΡΠΈΠΈ ΠΌΠ°Π³Π½ΠΈΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΠ»Ρ Π² ΡΠ°Π±ΠΎΡΠ΅ΠΉ Π·ΠΎΠ½Π΅ ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΠΎΠ² ΠΏΠΎΠ·Π²ΠΎΠ»ΠΈΠ»ΠΎ ΡΠ»ΡΡΡΠΈΡΡ ΠΈΡ
ΡΠ°Π±ΠΎΡΠΈΠ΅ Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ ΠΈ ΡΠ°ΡΡΠΈΡΠΈΡΡ ΠΎΠ±Π»Π°ΡΡΡ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠΉ. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ»ΠΎΠ³ΠΈΡ ΠΏΠΎΡΡΡΠΎΠ΅Π½ΠΈΡ ΡΠ΅ΡΡΡΡΠΎΡΠ±Π΅ΡΠ΅Π³Π°ΡΡΠΈΡ
ΡΠΊΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈ Π±Π΅Π·ΠΎΠΏΠ°ΡΠ½ΡΡ
ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
Π»ΠΈΠ½ΠΈΠΉ ΠΎΠ±ΠΎΠ³Π°ΡΠ΅Π½ΠΈΡ Π΄Π»Ρ ΠΏΠ΅ΡΠ΅ΡΠ°Π±ΠΎΡΠΊΠΈ ΠΌΠ΅ΡΠ°Π»Π»ΠΎΠ½ΠΎΡΠ½ΡΡ
ΠΏΠ΅ΡΠΊΠΎΠ² Π½Π° ΠΎΡΠ½ΠΎΠ²Π΅ ΡΠ»Π΅ΠΊΡΡΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ΅ΠΏΠ°ΡΠ°ΡΠΎΡΠΎΠ²
ΠΠΎΠ²ΡΡΠ΅Π½ΠΈΠ΅ ΡΠ°Π±ΠΎΡΠ΅Π³ΠΎ ΠΌΠ°Π³Π½ΠΈΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΡΠΎΠΊΠ° ΠΏΡΡΠ΅ΠΌ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠΎΡΠΌΡ Π³Π»Π°Π²Π½ΠΎΠ³ΠΎ ΠΏΠΎΠ»ΡΡΠ° ΠΏΡΠ΅Π΄Π΅Π»ΡΠ½ΠΎ Π½Π°Π³ΡΡΠΆΠ΅Π½Π½ΠΎΠ³ΠΎ ΠΠΠ’
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