32 research outputs found
Surgical treatment of trophoblastic disease. Modern concept and contradictions (literature review)
A review of studies on the comparison of the effectiveness of surgical treatment of malignant trophoblastic tumors before the start of standard chemotherapy and in terms of combination treatment is presented. According to Russian and foreign studies, surgical treatment is relevant for patients with primary or metastatic tumor resistance. The article presents the results of treatment of patients after various types of operations. The most common volume of surgery was a hysterectomy. The article also discusses the results of treatment of benign forms of trophoblastic disease. Surgical treatment of a malignant trophoblastic tumor before the start of standard chemotherapy was performed according to vital indications or in connection with a tumor determined by imaging methods. And the analysis carried out in Blokhin National Medical Research Center of Oncology showed expected prognoses for patients who underwent surgical treatment prior to the start of standard chemotherapy regimens. Such patients were admitted to the clinic with a resistant or disseminated form of the tumor. During their treatment, high-dose chemotherapy or additional surgical interventions were required, which significantly worsened the prognosis of the disease. In the opposite case, when removing a localized resistant primary tumor or its metastasis, in the postoperative period, chemotherapy was not carried out in connection with marker remission
TRANSPORT PROBLEMS 2014 PROBLEMY TRANSPORTU Volume 9 Issue 3 railway stations; simulation; ergatic model; finite-state automate FUNCTIONAL SIMULATION OF RAILWAY STATIONS ON THE BASIS OF FINITE-STATE AUTOMATA
Summary. The general scheme of railway station's model and technique of formalizing the technologic processes at stations are described. To take into account the human impact on station's operation is suggested to use ergatic models. In conformity with concept of stations' ergatic models a person is directly involved into the simulation process and manages the station technological processes acting as a dispatcher. The formalization of technological processes for processing the objects is performed on the basis of deterministic finite-state automaton. Designed model can be used for optimization of technical and technological parameters of railway stations, as well as in computer simulators for training of railway traffic managers. Π€Π£ΠΠΠ¦ΠΠΠΠΠΠ¬ΠΠΠ ΠΠΠΠΠΠΠ ΠΠΠΠΠΠ ΠΠΠΠΠΠΠΠΠΠ ΠΠΠΠ«Π₯ Π‘Π’ΠΠ-Π¦ΠΠ ΠΠ ΠΠ‘ΠΠΠΠ ΠΠΠΠΠ§ΠΠ«Π₯ ΠΠΠ’ΠΠΠΠ’ΠΠ ΠΠ½Π½ΠΎΡΠ°ΡΠΈΡ. ΠΡΠΈΠ²Π΅Π΄Π΅Π½Π° ΠΎΠ±ΡΠ°Ρ ΡΡΡΡΠΊΡΡΡΠ° ΡΡΠ½ΠΊΡΠΈΠΎΠ½Π°Π»ΡΠ½ΠΎΠΉ ΠΌΠΎΠ΄Π΅Π»ΠΈ ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎ-ΡΠΎΠΆΠ½ΠΎΠΉ ΡΡΠ°Π½ΡΠΈΠΈ ΠΈ ΠΌΠ΅ΡΠΎΠ΄ΠΈΠΊΠ° ΡΠΎΡΠΌΠ°Π»ΠΈΠ·Π°ΡΠΈΠΈ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² ΡΡΠ°Π½ΡΠΈΠΉ. ΠΠ»Ρ ΡΡΠ΅ΡΠ° Π²Π»ΠΈΡΠ½ΠΈΡ ΡΠ΅Π»ΠΎΠ²Π΅ΠΊΠ° Π½Π° ΡΡΠ°Π½ΡΠΈΠΎΠ½Π½ΡΠ΅ ΠΏΡΠΎΡΠ΅ΡΡΡ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ΠΎ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°ΡΡ ΡΡΠ³Π°ΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈ. Π ΡΠΎΠΎΡΠ²Π΅ΡΡΡΠ²ΠΈΠΈ Ρ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΈΠ΅ΠΉ ΡΡΠ³Π°ΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠ΅Π»ΠΎΠ²Π΅ΠΊ ΠΏΡΠΈΠ½ΠΈΠΌΠ°Π΅Ρ Π½Π΅ΠΏΠΎΡΡΠ΅Π΄ΡΡΠ²Π΅Π½Π½ΠΎΠ΅ ΡΡΠ°ΡΡΠΈΠ΅ Π² ΠΏΡΠΎΡΠ΅ΡΡΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΈ ΡΠΏΡΠ°Π²-Π»ΡΠ΅Ρ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΠΌ ΠΏΡΠΎΡΠ΅ΡΡΠΎΠΌ ΡΡΠ°Π½ΡΠΈΠΈ, Π²ΡΠΏΠΎΠ»Π½ΡΡ ΡΡΠ½ΠΊΡΠΈΠΈ Π΄ΠΈΡΠΏΠ΅ΡΡΠ΅ΡΠ°. Π Π°Π·ΡΠ°Π±ΠΎ-ΡΠ°Π½Π½Π°Ρ ΠΌΠΎΠ΄Π΅Π»Ρ ΠΌΠΎΠΆΠ΅Ρ Π±ΡΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½Π° Π΄Π»Ρ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎ-Π³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΎΠ² ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ, Π° ΡΠ°ΠΊΠΆΠ΅ Π² ΠΊΠΎΠΌΠΏΡΡΡΠ΅ΡΠ½ΡΡ
ΡΡΠ΅Π½Π°-ΠΆΠ΅ΡΠ°Ρ
Π΄Π»Ρ ΠΏΠΎΠ΄Π³ΠΎΡΠΎΠ²ΠΊΠΈ Π΄ΠΈΡΠΏΠ΅ΡΡΠ΅ΡΡΠΊΠΎΠ³ΠΎ ΠΏΠ΅ΡΡΠΎΠ½Π°Π»Π° ΠΆΠ΅Π»Π΅Π·Π½ΡΡ
Π΄ΠΎΡΠΎΠ³
Mathematical Model for Optimization of Interval Control of Cuts Speed on Sorting Humps
ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠ°Ρ ΠΌΠΎΠ΄Π΅Π»Ρ Π΄Π»Ρ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΈΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΊΠΎΡΠΎΡΡΠΈ ΠΎΡΡΠ΅ΠΏΠΎΠ² Π½Π° Π³ΠΎΡΠΊΠ°Ρ
: [ΠΏΡΠ΅ΠΏΡΠΈΠ½Ρ] / Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // IΠ½ΡΠΎΡΠΌΠ°ΡiΠΉΠ½ΠΎ-ΠΊΠ΅ΡΡΡΡi ΡΠΈΡΡΠ΅ΠΌΠΈ Π½Π° Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΎΠΌΡ ΡΡΠ°Π½ΡΠΏΠΎΡΡΡ. β 2003. β β 3. β Π‘. 3β8.RU: Π Π°Π·ΡΠ°Π±ΠΎΡΠ°Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ ΠΈΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΊΠΎΡΠΎΡΡΠΈ ΠΎΡΡΠ΅ΠΏΠΎΠ² Π½Π° Π³ΠΎΡΠΊΠ°Ρ
Π΄Π»Ρ ΡΠ΅ΡΠ΅Π½ΠΈΡ Π·Π°Π΄Π°ΡΠΈ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΡΠ΅ΠΆΠΈΠΌΠΎΠ² ΡΠΎΡΠΌΠΎΠΆΠ΅Π½ΠΈΡ.UK: Π ΠΎΠ·ΡΠΎΠ±Π»Π΅Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ ΡΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΡΠ²Π°Π½Π½Ρ ΡΠ²ΠΈΠ΄ΠΊΠΎΡΡΡ Π²ΡΠ΄ΡΠ΅ΠΏΡΠ² Π½Π° Π³ΡΡΠΊΠ°Ρ
Π΄Π»Ρ Π²ΠΈΡΡΡΠ΅Π½Π½Ρ Π·Π°Π΄Π°ΡΡ ΠΎΠΏΡΠΈΠΌΡΠ·Π°ΡΡΡ ΡΠ΅ΠΆΠΈΠΌΡΠ² Π³Π°Π»ΡΠΌΡΠ²Π°Π½Π½Ρ.EN: The model of interval control of the cut's speed on the humps for the solution of the optimization task of braking is designed
Automatization of Position Finding of Marginal Columns and Signaling
ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠ²ΡΠΎΠΌΠ°ΡΠΈΠ·Π°ΡΠΈΡ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΡ ΠΏΠΎΠ»ΠΎΠΆΠ΅Π½ΠΈΡ ΠΏΡΠ΅Π΄Π΅Π»ΡΠ½ΡΡ
ΡΡΠΎΠ»Π±ΠΈΠΊΠΎΠ² ΠΈ ΡΠΈΠ³Π½Π°Π»ΠΎΠ² / Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // ΠΠ°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΠΉ ΡΡΠ°Π½ΡΠΏΠΎΡΡ Π£ΠΊΡΠ°ΡΠ½ΠΈ. β 2004. β β 4. β Π‘. 14β16.RU: ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Π° ΡΡΠΎΠ²Π΅ΡΡΠ΅Π½ΡΡΠ²ΠΎΠ²Π°Π½Π½Π°Ρ ΠΌΠ΅ΡΠΎΠ΄ΠΈΠΊΠ° ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΡ ΠΊΠΎΠΎΡΠ΄ΠΈΠ½Π°Ρ ΡΠ°Π·ΠΌΠ΅ΡΠ΅Π½ΠΈΡ ΠΏΡΠ΅Π΄Π΅Π»ΡΠ½ΡΡ
ΡΡΠΎΠ»Π±ΠΈΠΊΠΎΠ² ΠΈ ΡΠΈΠ³Π½Π°Π»ΠΎΠ². Π£ΠΊΠ°Π·Π°Π½Π½Π°Ρ ΠΌΠ΅ΡΠΎΠ΄ΠΈΠΊΠ° ΠΌΠΎΠΆΠ΅Ρ Π±ΡΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½Π° Π² ΡΠΈΡΡΠ΅ΠΌΠ°Ρ
Π°Π²ΡΠΎΠΌΠ°ΡΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ³ΠΎ ΠΏΡΠΎΠ΅ΠΊΡΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ.UK: ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Π° ΡΠ΄ΠΎΡΠΊΠΎΠ½Π°Π»Π΅Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΈΠΊΠ° Π²ΠΈΠ·Π½Π°ΡΠ΅Π½Π½Ρ ΠΊΠΎΠΎΡΠ΄ΠΈΠ½Π°Ρ ΡΠΎΠ·ΠΌΡΡΠ΅Π½Π½Ρ Π³ΡΠ°Π½ΠΈΡΠ½ΠΈΡ
ΡΡΠΎΠ²ΠΏΡΠΈΠΊΡΠ² Ρ ΡΠΈΠ³Π½Π°Π»ΡΠ². ΠΠ°Π·Π½Π°ΡΠ΅Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΈΠΊΠ° ΠΌΠΎΠΆΠ΅ Π±ΡΡΠΈ Π²ΠΈΠΊΠΎΡΠΈΡΡΠ°Π½Π° Π² ΡΠΈΡΡΠ΅ΠΌΠ°Ρ
Π°Π²ΡΠΎΠΌΠ°ΡΠΈΠ·ΠΎΠ²Π°Π½ΠΎΠ³ΠΎ ΠΏΡΠΎΠ΅ΠΊΡΡΠ²Π°Π½Π½Ρ Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΡ
ΡΡΠ°Π½ΡΡΠΉ.EN: The improved method of determining the coordinates of the marginal columns and signals is presented. This technique can be used in computer-aided design systems for railway stations design
The Model of Interval Control of the Cut's Speed on the Gravity Humps
ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠ°Ρ ΠΌΠΎΠ΄Π΅Π»Ρ Π΄Π»Ρ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΈΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΊΠΎΡΠΎΡΡΠΈ ΠΎΡΡΠ΅ΠΏΠΎΠ² Π½Π° Π³ΠΎΡΠΊΠ°Ρ
/ Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // ΠΠ½ΡΠΎΡΠΌΠ°ΡΡΠΉΠ½ΠΎ-ΠΊΠ΅ΡΡΡΡΡ ΡΠΈΡΡΠ΅ΠΌΠΈ Π½Π° Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΎΠΌΡ ΡΡΠ°Π½ΡΠΏΠΎΡΡΡ. β 2003. β β 3. β Π‘. 3 β8.RU: Π Π°Π·ΡΠ°Π±ΠΎΡΠ°Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ ΠΈΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΊΠΎΡΠΎΡΡΠΈ ΠΎΡΡΠ΅ΠΏΠΎΠ² Π½Π° Π³ΠΎΡΠΊΠ°Ρ
Π΄Π»Ρ ΡΠ΅ΡΠ΅Π½ΠΈΡ Π·Π°Π΄Π°ΡΠΈ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΡΠ΅ΠΆΠΈΠΌΠΎΠ² ΡΠΎΡΠΌΠΎΠΆΠ΅Π½ΠΈΡ.UK: Π ΠΎΠ·ΡΠΎΠ±Π»Π΅Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ ΡΠ½ΡΠ΅ΡΠ²Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Π³ΡΠ»ΡΠ²Π°Π½Π½Ρ ΡΠ²ΠΈΠ΄ΠΊΠΎΡΡΡ Π²ΡΠ΄ΡΠ΅ΠΏΡΠ² Π½Π° Π³ΡΡΠΊΠ°Ρ
Π΄Π»Ρ Π²ΠΈΡΡΡΠ΅Π½Π½Ρ Π·Π°Π΄Π°ΡΡ ΠΎΠΏΡΠΈΠΌΡΠ·Π°ΡΡΡ ΡΠ΅ΠΆΠΈΠΌΡΠ² Π³Π°Π»ΡΠΌΡΠ²Π°Π½Π½Ρ.EN: The model of interval control of the cut's speed on the humps for the solution of the optimization task of braking is designed
Information Technologies in the Design of Railway Stations and Junctions
ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠ½ΡΠΎΡΠΌΠ°ΡΠΈΠΎΠ½Π½ΡΠ΅ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ Π² ΠΏΡΠΎΠ΅ΠΊΡΠΈΡΠΎΠ²Π°Π½ΠΈΠΈ ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ ΠΈ ΡΠ·Π»ΠΎΠ² / Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // ΠΠ°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΠΉ ΡΡΠ°Π½ΡΠΏΠΎΡΡ Π£ΠΊΡΠ°ΡΠ½ΠΈ. β 1999. β β 6. β Π‘. 6β10.RU: ΠΡΠΈΠ²Π΅Π΄Π΅Π½Π° ΡΡΡΡΠΊΡΡΡΠ° ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΎΡΠ½Π°ΡΠ΅Π½ΠΈΡ ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ. ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Ρ ΠΏΡΠΎΠ³ΡΠ°ΠΌΠΌΠ½ΡΠ΅ ΠΊΠΎΠΌΠΏΠ»Π΅ΠΊΡΡ, ΠΏΠΎΡΡΡΠΎΠ΅Π½Π½ΡΠ΅ Π½Π° ΠΎΡΠ½ΠΎΠ²Π΅ ΡΠΊΠ°Π·Π°Π½Π½ΡΡ
ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ.UK: ΠΠ°Π²Π΅Π΄Π΅Π½ΠΎ ΡΡΡΡΠΊΡΡΡΡ ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ ΡΠ΅Ρ
Π½ΡΡΠ½ΠΎΠ³ΠΎ ΠΎΡΠ½Π°ΡΠ΅Π½Π½Ρ ΡΠ° ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΡΡΠ½ΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠ² Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΡ
ΡΡΠ°Π½ΡΡΠΉ. ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½ΠΎ ΠΏΡΠΎΠ³ΡΠ°ΠΌΠ½Ρ ΠΊΠΎΠΌΠΏΠ»Π΅ΠΊΡΠΈ, ΡΠΎ ΠΏΠΎΠ±ΡΠ΄ΠΎΠ²Π°Π½Ρ Π½Π° ΠΎΡΠ½ΠΎΠ²Ρ Π²ΠΊΠ°Π·Π°Π½ΠΈΡ
ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ.EN: The structure of models of technical equipment and technological processes of railway stations are given. A software complexes that built on the basis of these models are presented
The Calculation of Operating Costs In the Optimization Problems of the Railway Station's Longitudinal Profile
ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. Π Π°ΡΡΠ΅Ρ ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΎΠ½Π½ΡΡ
ΡΠ°ΡΡ
ΠΎΠ΄ΠΎΠ² Π² Π·Π°Π΄Π°ΡΠ°Ρ
ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΏΡΠΎΠ΄ΠΎΠ»ΡΠ½ΠΎΠ³ΠΎ ΠΏΡΠΎΡΠΈΠ»Ρ ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ / Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // ΠΠ½ΡΠΎΡΠΌΠ°ΡΡΠΉΠ½ΠΎ-ΠΊΠ΅ΡΡΡΡΡ ΡΠΈΡΡΠ΅ΠΌΠΈ Π½Π° Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΎΠΌΡ ΡΡΠ°Π½ΡΠΏΠΎΡΡΡ. β 2000. β β 2 (23). β Π‘. 14β19.RU: ΠΠΎΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½Π° Π·Π°Π΄Π°ΡΠ° ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΏΡΠΎΠ΄ΠΎΠ»ΡΠ½ΠΎΠ³ΠΎ ΠΏΡΠΎΡΠΈΠ»Ρ ΡΠΎΡΡΠΈΡΠΎΠ²ΠΎΡΠ½ΠΎΠΉ ΡΡΠ°Π½ΡΠΈΠΈ. ΠΠΎΠ»ΡΡΠ΅Π½Ρ ΡΡΠ°ΡΠΈΡΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈ Π΄Π»Ρ ΡΠ°ΡΡΠ΅ΡΠ° ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΎΠ½Π½ΡΡ
ΡΠ°ΡΡ
ΠΎΠ΄ΠΎΠ².UK: ΠΠΎΡΡΠ°Π²Π»Π΅Π½Π° Π·Π°Π΄Π°ΡΠ° ΠΎΠΏΡΠΈΠΌΡΠ·Π°ΡΡΡ ΠΏΠΎΠ·Π΄ΠΎΠ²ΠΆΠ½ΡΠΎΠ³ΠΎ ΠΏΡΠΎΡΡΠ»Ρ ΡΠΎΡΡΡΠ²Π°Π»ΡΠ½ΠΎΡ ΡΡΠ°Π½ΡΡΡ. ΠΡΡΠΈΠΌΠ°Π½Ρ ΡΡΠ°ΡΠΈΡΡΠΈΡΠ½Ρ ΠΌΠΎΠ΄Π΅Π»Ρ Π΄Π»Ρ ΡΠΎΠ·ΡΠ°Ρ
ΡΠ½ΠΊΡ Π΅ΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΡΠΉΠ½ΠΈΡ
Π²ΠΈΡΡΠ°Ρ.EN: The task of optimizing the longitudinal profile of railway stations is formulated. Obtained statistical models for the calculation of operating costs
Integrated System of Structural-Parametric Models of Railway Stations
ΠΠΎΠ±ΡΠΎΠ²ΡΡΠΊΠΈΠΉ, Π. Π. ΠΠ½ΡΠ΅Π³ΡΠΎΠ²Π°Π½Π° ΡΠΈΡΡΠ΅ΠΌΠ° ΡΡΡΡΠΊΡΡΡΠ½ΠΎ-ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈΡΠ½ΠΈΡ
ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΡ
ΡΡΠ°Π½ΡΡΠΉ / Π. Π. ΠΠΎΠ±ΡΠΎΠ²ΡΡΠΊΠΈΠΉ, Π. Π. ΠΠΎΠ·Π°ΡΠ΅Π½ΠΊΠΎ // ΠΠ±. Π½Π°ΡΠΊ. ΠΏΡ. Π£ΠΊΡ. Π΄Π΅ΡΠΆ. ΡΠ½-ΡΡ Π·Π°Π»ΡΠ·Π½. ΡΡΠ°Π½ΡΠΏ. β Π₯Π°ΡΠΊΡΠ², 2003. β ΠΠΈΠΏ. 53. β Π‘. 107β114.UK: Π£ ΡΡΠ°ΡΡΡ ΡΠΎΠ·Π³Π»ΡΠ΄Π°ΡΡΡΡΡ ΠΏΠΈΡΠ°Π½Π½Ρ ΡΠΎΠ·ΡΠΎΠ±ΠΊΠΈ ΡΠΈΡΡΠ΅ΠΌΠΈ ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ½ΠΈΡ
ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ ΠΏΠ»Π°Π½ΡΠ² ΠΊΠΎΠ»ΡΠΉΠ½ΠΎΠ³ΠΎ ΡΠΎΠ·Π²ΠΈΡΠΊΡ Π·Π°Π»ΡΠ·Π½ΠΈΡΠ½ΠΈΡ
ΡΡΠ°Π½ΡΡΠΉ. Π£ ΡΠΊΠΎΡΡΡ ΠΌΠΎΠ΄Π΅Π»Ρ Π²ΠΈΠΊΠΎΡΠΈΡΡΠΎΠ²ΡΡΡΡΡΡ Π·Π²Π°ΠΆΠ΅Π½ΠΈΠΉ ΠΎΡΡΡΠ½ΡΠΎΠ²Π°Π½ΠΈΠΉ Π³ΡΠ°Ρ. ΠΠ°Π²Π΅Π΄Π΅Π½Π° ΡΡΡΡΠΊΡΡΡΠ° Π²Ρ
ΡΠ΄Π½ΠΎΡ Ρ Π²Π½ΡΡΡΡΡΠ½ΡΠΎΡ ΠΌΠΎΠ΄Π΅Π»Ρ, Π° ΡΠ°ΠΊΠΎΠΆ ΠΌΠ΅ΡΠΎΠ΄ΠΈ ΡΡ
ΠΏΠ΅ΡΠ΅ΡΠ²ΠΎΡΠ΅Π½Π½Ρ. ΠΠ°Π½Ρ ΠΌΠΎΠ΄Π΅Π»Ρ ΠΌΠΎΠΆΡΡΡ Π²ΠΈΠΊΠΎΡΠΈΡΡΠΎΠ²ΡΠ²Π°ΡΠΈΡΡ Π΄Π»Ρ Π°Π²ΡΠΎΠΌΠ°ΡΠΈΠ·ΠΎΠ²Π°Π½ΠΎΠ³ΠΎ ΠΏΡΠΎΠ΅ΠΊΡΡΠ²Π°Π½Π½Ρ ΡΡΠ°Π½ΡΡΠΉ, ΠΏΠΎΠ±ΡΠ΄ΠΎΠ²ΠΈ ΡΡ
Π΅ΠΌ Π’Π Π ΡΠ° Ρ ΡΠΊΠΎΡΡΡ ΡΠ½ΡΠΎΡΠΌΠ°ΡΡΠΉΠ½ΠΎΡ Π±Π°Π·ΠΈ Π΄Π»Ρ ΡΡΠ½ΠΊΡΡΠΎΠ½Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΡΠ²Π°Π½Π½Ρ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΡΡΠ½ΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠ² ΡΡΠ°Π½ΡΡΠΉ.RU: Π ΡΡΠ°ΡΡΠ΅ ΡΠ°ΡΡΠΌΠ°ΡΡΠΈΠ²Π°ΡΡΡΡ Π²ΠΎΠΏΡΠΎΡΡ ΡΠ°Π·ΡΠ°Π±ΠΎΡΠΊΠΈ ΡΠΈΡΡΠ΅ΠΌΡ ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ ΠΏΠ»Π°Π½ΠΎΠ² ΠΏΡΡΠ΅Π²ΠΎΠ³ΠΎ ΡΠ°Π·Π²ΠΈΡΠΈΡ ΠΆΠ΅Π»Π΅Π·Π½ΠΎΠ΄ΠΎΡΠΎΠΆΠ½ΡΡ
ΡΡΠ°Π½ΡΠΈΠΉ. Π ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ ΠΌΠΎΠ΄Π΅Π»ΠΈ ΠΈΡΠΏΠΎΠ»ΡΠ·ΡΠ΅ΡΡΡ Π²Π·Π²Π΅ΡΠ΅Π½Π½ΡΠΉ ΠΎΡΠΈΠ΅Π½ΡΠΈΡΠΎΠ²Π°Π½Π½ΡΠΉ Π³ΡΠ°Ρ. ΠΡΠΈΠ²Π΅Π΄Π΅Π½Π° ΡΡΡΡΠΊΡΡΡΠ° Π²Ρ
ΠΎΠ΄Π½ΠΎΠΉ ΠΈ Π²Π½ΡΡΡΠ΅Π½Π½Π΅ΠΉ ΠΌΠΎΠ΄Π΅Π»ΠΈ, Π° ΡΠ°ΠΊΠΆΠ΅ ΠΌΠ΅ΡΠΎΠ΄Ρ ΠΈΡ
ΠΏΡΠ΅ΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΡ. ΠΠ°Π½Π½ΡΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈ ΠΌΠΎΠ³ΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°ΡΡΡΡ Π΄Π»Ρ Π°Π²ΡΠΎΠΌΠ°ΡΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ³ΠΎ ΠΏΡΠΎΠ΅ΠΊΡΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΡΠ°Π½ΡΠΈΠΉ, ΠΏΠΎΡΡΡΠΎΠ΅Π½ΠΈΡ ΡΡ
Π΅ΠΌ Π’Π Π ΠΈ Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ ΠΈΠ½ΡΠΎΡΠΌΠ°ΡΠΈΠΎΠ½Π½ΠΎΠΉ Π±Π°Π·Ρ Π΄Π»Ρ ΡΡΠ½ΠΊΡΠΈΠΎΠ½Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² ΡΡΠ°Π½ΡΠΈΠΉ.EN: The development of system of mathematical models of railway station's track plans is described in the article. The model uses a weighted orientated graph. The structure of the input and the internal model, as well as their conversion techniques are given. These models can be used for computer-aided design of railway stations, the schemes development for technical documents and as an information base for functional modeling of station's technological processes