Àííîòàö³ÿ | ÌÅÒÎÄÈ ² ÇÀÑÎÁÈ ÍÅÐÓÉͲÂÍÎÃÎ ÊÎÍÒÐÎËÞ
Êàðïóñü Â. Â. ÐÅÃÈÑÒÀÖÈß ÍÀÊËÀÄÍÛÌ ÂÈÕÐÅÒÎÊÎÂÛÌ ÏÐÈÅÌÍÈÊÎÌ ÎÑÅÑÈÌÅÒÐÈ×ÍÎÉ ÑÎÑÒÀÂËßÞÙÅÉ ØÓÌΠÀÊÓÑÒÈ×ÅÑÊÎÉ ÝÌÈÑÑÈÈ Â ÌÅÒÀËËÈ×ÅÑÊÎÌ ÑÒÅÐÆÍÅ ... 3
Ðîìàíþê Ì. È. ÌÀÒÅÌÀÒÈ×ÅÑÊÎÅ ÌÎÄÅËÈÐÎÂÀÍÈÅ ÏÅÐÅÄÀÒÎ×ÍÛÕ ÕÀÐÀÊÒÅÐÈÑÒÈÊ ÏÜÅÇÎÊÅÐÀÌÈ×ÅÑÊÈÕ ÏÐÅÎÁÐÀÇÎÂÀÒÅËÅÉ Â ÐÅÆÈÌÅ ÂÎÇÁÓÆÄÅÍÈß ÂÎËÍ ËÝÌÁÀ ... 13
ÂÈ̲ÐÞÂÀÍÍß Ô²ÇÈÊÎ-ղ̲×ÍÈÕ ÏÀÐÀÌÅÒв ÐÅ×ÎÂÈÍ
Zholob S. A., Makievski A. V., Miller R., Fainerman V.B. APPLICATION OF AXISYMMET- RIC PROFILE ANALYSIS FOR MEASURING SURFACE TENSION AT HARMONIC SURFACE OSCILLATIONS ... 25
Âëàñþê ß. Ì., ʳñ³ëü ². Ñ. ÂÈÇÍÀ×ÅÍÍß ÃÓÑÒÈÍÈ ÏÐÈÐÎÄÍÎÃÎ ÃÀÇÓ ÇÂÅÄÅ- Íί ÄÎ ÑÒÀÍÄÀÐÒÍÈÕ ÓÌΠÍÀ ÏÐÎÌÈÑËÎÂÈÕ ÂÓÇËÀÕ ÎÁ̲ÍÓ ÃÀÇÓ ... 33
Äðåâåöüêèé Â. Â. ÌÀÒÅÌÀÒÈ×Ͳ ÌÎÄÅ˲ ÄÐÎÑÅËÜÍÈÕ ÏÅÐÅÒÂÎÐÞÂÀײ òÄÐÎÄÈÍÀ̲×ÍÈÕ ÂÈ̲ÐÞÂÀËÜÍÈÕ ÏÐÈËÀIJ Â'ßÇÊÎÑÒ² ÒÀ ÃÓÑÒÈÍÈ Ð²ÄÈÍ ...38
Þð÷åâñüêèé ª.Â.ÂÈ̲ÐÞÂÀÍÍß Â'ßÇÊÎÑÒ² ÍÀÔÒÎÏÐÎÄÓÊҲ ÇвÂÍÎÂÀÆÅ- ÍÈÌÈ ÅËÅÊÒÐÎÔËÞ¯ÄÍÈÌÈ ÌÎÑÒÎÂÈÌÈ ÏÅÐÅÒÂÎÐÞÂÀ×ÀÌÈ ... 47
Êîçàê Î.Ô. ÒÅÎÐÅÒÈ×Ͳ ÎÑÍÎÂÈ ÅÔÅÊÒÓ ÅËÅÊÒÐÎʲÍÅÒÈ×ÍÎÃÎ ÃÀËÜÌÓ- |