{"id":5355,"date":"2026-07-02T08:36:05","date_gmt":"2026-07-02T08:36:05","guid":{"rendered":"https:\/\/gf.ukim.edu.mk\/?p=5355"},"modified":"2026-07-02T08:36:05","modified_gmt":"2026-07-02T08:36:05","slug":"%d0%bf%d1%80%d0%b5%d0%b3%d0%bb%d0%b5%d0%b4-%d0%bd%d0%b0-%d0%be%d0%b4%d0%be%d0%b1%d1%80%d0%b5%d0%bd%d0%b8-%d0%bc%d0%b0%d0%b3%d0%b8%d1%81%d1%82%d0%b5%d1%80%d1%81%d0%ba%d0%b8-%d1%82%d0%b5%d0%bc-20","status":"publish","type":"post","link":"https:\/\/gf.ukim.edu.mk\/en\/%d0%bf%d1%80%d0%b5%d0%b3%d0%bb%d0%b5%d0%b4-%d0%bd%d0%b0-%d0%be%d0%b4%d0%be%d0%b1%d1%80%d0%b5%d0%bd%d0%b8-%d0%bc%d0%b0%d0%b3%d0%b8%d1%81%d1%82%d0%b5%d1%80%d1%81%d0%ba%d0%b8-%d1%82%d0%b5%d0%bc-20\/","title":{"rendered":"\u041f\u0420\u0415\u0413\u041b\u0415\u0414 \u00a0\u041d\u0410 \u041e\u0414\u041e\u0411\u0420\u0415\u041d\u0418 \u041c\u0410\u0413\u0418\u0421\u0422\u0415\u0420\u0421\u041a\u0418 \u0422\u0415\u041c\u0418 \u041d\u0410 \u0413\u0420\u0410\u0414\u0415\u0416\u0415\u041d \u0424\u0410\u041a\u0423\u041b\u0422\u0415\u0422 \u0421\u043a\u043e\u043f\u0458\u0435, \u0423\u041a\u0418\u041c \u00a0–\u00a0 569. \u0441\u0435\u0434\u043d\u0438\u0446\u0430 \u043d\u0430 \u043d\u043d\u0441 \u043e\u0434\u00a0 24.6.2026\u0433."},"content":{"rendered":"

 <\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
\u0420\u0435\u0434.<\/p>\n

No.<\/td>\n

\u0418\u043c\u0435 \u0438 \u043f\u0440\u0435\u0437\u0438\u043c\u0435 \u043d\u0430 \u043a\u0430\u043d\u0434\u0438\u0434\u0430\u0442\u043e\u0442<\/td>\n\u041d\u0430\u0437\u0438\u0432 \u043d\u0430 \u0442\u0435\u043c\u0430\u0442\u0430<\/td>\n\u0418\u043c\u0435 \u0438 \u043f\u0440\u0435\u0437\u0438\u043c\u0435 \u043d\u0430 \u043c\u0435\u043d\u0442\u043e\u0440\u043e\u0442<\/td>\n\u0414\u0430\u0442\u0443\u043c \u0438 \u0431\u0440. \u043d\u0430 \u041e\u0434\u043b\u0443\u043a\u0430 \u043d\u0430 \u041d\u041d\u0421 \u0437\u0430 \u043f\u0440\u0438\u0444\u0430\u045c\u0430\u045a\u0435 \u043d\u0430 \u0442\u0435\u043c\u0430\u0442\u0430<\/td>\n<\/tr>\n
\u043d\u0430 \u043c\u0430\u043a\u0435\u0434\u043e\u043d\u0441\u043a\u0438 \u0458\u0430\u0437\u0438\u043a<\/td>\n\u043d\u0430 \u0430\u043d\u0433\u043b\u0438\u0441\u043a\u0438 \u0458\u0430\u0437\u0438\u043a<\/td>\n<\/tr>\n
 <\/p>\n

1<\/td>\n

\u0410\u043d\u0430\u0441\u0442\u0430\u0441\u0438\u0458\u0430 \u041c\u0438\u0445\u0430\u0458\u043b\u043e\u0432\u0441\u043a\u0430 \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/td>\n <\/p>\n

\u041f\u0420\u041e\u0426\u0415\u041d\u041a\u0410 \u041d\u0410 \u041f\u041e\u0421\u0422\u041e\u0408\u041d\u0418\u0422\u0415 \u0410\u0420\u041c\u0418\u0420\u0410\u041d\u041e\u0411\u0415\u0422\u041e\u041d\u0421\u041a\u0418 \u041a\u041e\u041d\u0421\u0422\u0420\u0423\u041a\u0426\u0418\u0418 \u0421\u041f\u041e\u0420\u0415\u0414 \u0412\u0422\u041e\u0420\u0410\u0422\u0410 \u0413\u0415\u041d\u0415\u0420\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u0415\u0412\u0420\u041e\u041a\u041e\u0414\u041e\u0412\u0418<\/p>\n

 <\/td>\n

ASSESSMENT OF EXISTING REINFORCED CONCRETE STRUCTURES ACCORDING TO THE SECOND GENERATION OF EUROCODES<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0422\u043e\u043d\u0438 \u0410\u0440\u0430\u043d\u0453\u0435\u043b\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-161<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

2<\/td>\n

 <\/p>\n

\u0410\u043b\u0435\u043d \u0410\u0434\u0440\u043e\u0432\u0438\u045c, \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u041e\u041f\u0422\u0418\u041c\u0418\u0417\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u0422\u0415\u041d\u0414\u0415\u0420\u0421\u041a\u0418 \u041f\u0420\u041e\u0426\u0415\u0414\u0423\u0420\u0418 \u0421\u041e \u041f\u0420\u0418\u041c\u0415\u041d\u0410 \u041d\u0410 \u041c\u0423\u041b\u0422\u0418\u041a\u0420\u0418\u0422\u0415\u0420\u0418\u0423\u041c\u0421\u041a\u0418 \u041c\u041e\u0414\u0415\u041b\u0418 \u041a\u0410\u0408 \u0416\u0415\u041b\u0415\u0417\u041d\u0418\u0427\u041a\u0418 \u0418\u041d\u0424\u0420\u0410\u0421\u0422\u0420\u0423\u041a\u0422\u0423\u0420\u041d\u0418 \u041f\u0420\u041e\u0415\u041a\u0422\u0418<\/td>\nOPTIMIZATION IN TENDERING PROCEDURES USING MULTICRITERIA DECISION-MAKING MODELS IN RAILWAY INFRASTRUCTURE PROJECTS<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0417\u043b\u0430\u0442\u043a\u043e \u0417\u0430\u0444\u0438\u0440\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-162<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

3<\/td>\n

 <\/p>\n

\u0414\u0443\u0448\u043a\u043e \u0413\u0440\u043e\u0437\u0434\u0430\u043d\u043e\u0432, \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

 <\/p>\n

\u041c\u0423\u041b\u0422\u0418\u041a\u0420\u0418\u0422\u0415\u0420\u0418\u0423\u041c\u0421\u041a\u0410 \u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041f\u0420\u0418 \u0418\u0417\u0411\u041e\u0420 \u041d\u0410 \u041d\u0410\u0408\u041f\u041e\u0412\u041e\u041b\u041d\u0410 \u0412\u0410\u0420\u0418\u0408\u0410\u041d\u0422\u0410 \u041d\u0410 \u0422\u0420\u0410\u0421\u0410 \u041e\u0414 \u041f\u0410\u0422\u041d\u0410\u0422\u0410 \u0418\u041d\u0424\u0420\u0410\u0421\u0422\u0420\u0423\u041a\u0422\u0423\u0420\u0410<\/p>\n

 <\/td>\n

MULTI-CRITERIA ANALYSIS FOR SELECTING THE OPTIMAL ROUTE ALTERNATIVE IN ROAD INFRASTRUCTURE PLANNING<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0417\u043b\u0430\u0442\u043a\u043e \u0417\u0430\u0444\u0438\u0440\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-163<\/td>\n<\/tr>\n

 <\/p>\n

4<\/td>\n

 <\/p>\n

\u041d\u0438\u043a\u043e\u043b\u0430 \u0422\u0430\u0441\u0435\u0432\u0441\u043a\u0438 \u0434\u0438\u043f.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

 <\/p>\n

\u041f\u0420\u0418\u041c\u0415\u041d\u0410 \u041d\u0410 \u0415\u041a\u0421\u041f\u0410\u041d\u0414\u0418\u0420\u0410\u041d \u041f\u041e\u041b\u0418\u0421\u0422\u0418\u0420\u0415\u041d (EPS) \u0413\u0415\u041e\u0424\u041e\u041c \u0417\u0410 \u041f\u041e\u0414\u041e\u0411\u0420\u0423\u0412\u0410\u040a\u0415 \u041d\u0410 \u0414\u041e\u041b\u0415\u041d \u0421\u0422\u0420\u041e\u0408 \u041a\u0410\u0408 \u0421\u041e\u041e\u0411\u0420\u0410\u040c\u0410\u0408\u041d\u0418\u0426\u0418<\/p>\n

 <\/td>\n

APPLICATION OF EXPANDED POLYSTYRENE (EPS) GEOFOAM FOR SUBGRADE IMPROVEMENT IN TRANSPORTATION INFRASTRUCTURE<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0417\u043b\u0430\u0442\u043a\u043e \u0417\u0430\u0444\u0438\u0440\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-164<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

5<\/td>\n

 <\/p>\n

\u0421\u0430\u0448\u043e \u0426\u0432\u0435\u0442\u0430\u043d\u043e\u0432\u0441\u043a\u0438, \u0434\u0438\u043f\u043b. \u0433\u0440\u0430\u0434. \u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041d\u0410 \u0414\u0415\u0413\u0420\u0410\u0414\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u0413\u0415\u041e\u041c\u0415\u0422\u0420\u0418\u0408\u0410\u0422\u0410 \u041d\u0410 \u041a\u041e\u041b\u041e\u0421\u0415\u041a\u041e\u0422 \u041f\u0420\u0418 \u041f\u041b\u0410\u041d\u0418\u0420\u0410\u040a\u0415 \u041d\u0410 \u041e\u0414\u0420\u0416\u0423\u0412\u0410\u040a\u0415 \u041d\u0410 \u0416\u0415\u041b\u0415\u0417\u041d\u0418\u0427\u041a\u0410 \u0418\u041d\u0424\u0420\u0410\u0421\u0422\u0420\u0423\u041a\u0422\u0423\u0420\u0410<\/td>\nANALYSIS OF TRACK GEOMETRY DEGRADATION FOR RAILWAY INFRASTRUCTURE MAINTENANCE PLANNING<\/p>\n

 <\/td>\n

 <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0417\u043b\u0430\u0442\u043a\u043e \u0417\u0430\u0444\u0438\u0440\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-165<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

6<\/td>\n

 <\/p>\n

\u0411\u0435\u0442\u0438 \u041a\u0440\u0441\u0442\u0435\u0432\u0430 \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u0418 \u0412\u0415\u0420\u0418\u0424\u0418\u041a\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u041f\u0420\u041e\u0421\u0422\u041e\u0420\u041d\u0418 \u041f\u041e\u0414\u0410\u0422\u041e\u0426\u0418 \u041e\u0414 \u041f\u041e\u0412\u0415\u040c\u0415 \u0418\u0417\u0412\u041e\u0420\u0418<\/p>\n

 <\/td>\n

ANALYSIS AND VERIFICATION OF GEOSPATIAL DATA FROM MULTIPLE SOURCES<\/p>\n

 <\/td>\n

 <\/p>\n

\u0434\u043e\u0446. \u0434-\u0440 \u0424\u0438\u043b\u0438\u043f \u041a\u0430\u0441\u0430\u043f\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-166<\/td>\n<\/tr>\n

 <\/p>\n

7<\/td>\n

 <\/p>\n

\u0421\u0430\u0448\u043a\u0430 \u041c\u0438\u0442\u0435\u0432\u0441\u043a\u0430 \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0421\u041e\u0412\u0420\u0415\u041c\u0415\u041d\u0418 \u0413\u0415\u041e\u0414\u0415\u0422\u0421\u041a\u0418 \u041c\u0415\u0422\u041e\u0414\u041e\u041b\u041e\u0413\u0418\u0418 \u0417\u0410 3\u0414 \u041c\u041e\u0414\u0415\u041b\u0418\u0420\u0410\u040a\u0415 \u041d\u0410 \u0420\u0423\u0414\u041d\u0418\u0426\u0418 \u0421\u041e \u041f\u041e\u0414\u0417\u0415\u041c\u041d\u0410 \u0415\u041a\u0421\u041f\u041b\u041e\u0410\u0422\u0410\u0426\u0418\u0408\u0410<\/td>\nMODERN GEODETIC METHODOLOGIES FOR 3D MODELING OF UNDERGROUND MINES<\/p>\n

 <\/td>\n

 <\/p>\n

\u0434\u043e\u0446. \u0434-\u0440 \u0424\u0438\u043b\u0438\u043f \u041a\u0430\u0441\u0430\u043f\u043e\u0432\u0441\u043a\u0438<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-167<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

8<\/td>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

\u041c\u0430\u0440\u0438\u0458\u0430 \u0421\u0442\u043e\u0458\u043c\u0435\u043d\u043e\u0432\u0441\u043a\u0430 \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

\u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041d\u0410 \u0427\u0415\u041b\u0418\u0427\u041d\u0410 \u041a\u041e\u041d\u0421\u0422\u0420\u0423\u041a\u0426\u0418\u0408\u0410 \u0421\u041e \u041a\u0420\u0410\u041d\u0421\u041a\u0410 \u0413\u0420\u0415\u0414\u0410 \u0421\u041f\u041e\u0420\u0415\u0414 \u0415\u0412\u0420\u041e\u041a\u041e\u0414\u041e\u0412\u0418<\/p>\n

 <\/td>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

ANALYSIS OF STEEL STRUCTUR\u0415 WITH CRANE GIRDER ACCORDING TO EUROCODES<\/td>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

\u0432\u043e\u043d\u0440. \u043f\u0440\u043e\u0444. \u0434-\u0440 \u041c\u0438\u043b\u0435 \u041f\u0430\u0440\u0442\u0438\u043a\u043e\u0432<\/td>\n

 <\/p>\n

 <\/p>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-168<\/td>\n<\/tr>\n

9<\/td>\n\u0415\u0459\u043c\u0438\u0440 \u041c\u0443\u0441\u0442\u0430\u0444\u0430\u0438 \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0420\u0415\u0412\u0418\u0417\u0418\u0408\u0410 \u041d\u0410 \u0411\u0415\u0417\u0411\u0415\u0414\u041d\u041e\u0421\u0422 \u041d\u0410 \u0421\u041e\u041e\u0411\u0420\u0410\u040c\u0410\u0408\u041d\u0418\u0426\u0418 \u0412\u041e \u0423\u0420\u0411\u0410\u041d\u0418 \u0421\u0420\u0415\u0414\u0418\u041d\u0418<\/td>\nROAD SAFETY AUDIT OF URBAN ROADS<\/p>\n

 <\/td>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0421\u043b\u043e\u0431\u043e\u0434\u0430\u043d \u041e\u0433\u045a\u0435\u043d\u043e\u0432\u0438\u045c<\/td>\n25.6.2026<\/p>\n

02\/95-169<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

10<\/td>\n

 <\/p>\n

\u0410\u0440\u0442\u0430\u043d \u0421\u0438\u043d\u0430\u043d\u0438 \u00a0\u00a0\u00a0\u00a0\u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041d\u0410 \u041f\u041e\u0421\u0422\u0410\u041f\u041a\u0410\u0422\u0410 \u0417\u0410 \u0415\u041a\u0421\u041f\u0420\u041e\u041f\u0420\u0418\u0408\u0410\u0426\u0418\u0408\u0410 \u0418 \u0423\u041b\u041e\u0413\u0410\u0422\u0410 \u041d\u0410 \u041a\u0410\u0422\u0410\u0421\u0422\u0410\u0420\u0421\u041a\u0418\u041e\u0422 \u0421\u0418\u0421\u0422\u0415\u041c \u041f\u0420\u0418 \u0420\u0415\u0410\u041b\u0418\u0417\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u0418\u041d\u0424\u0420\u0410\u0421\u0422\u0420\u0423\u041a\u0422\u0423\u0420\u041d\u0418 \u041f\u0420\u041e\u0415\u041a\u0422\u0418<\/p>\n

 <\/td>\n

ANALYSIS OF THE EXPROPRIATION PROCEDURE AND THE ROLE OF CADASTRAL SYSTEM IN THE IMPLEMENTATION OF INFRASTRUCTURE PROJECTS<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0403\u043e\u0440\u0453\u0438 \u0403\u043e\u0440\u0453\u0438\u0435\u0432<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-170<\/td>\n<\/tr>\n

 <\/p>\n

11<\/td>\n

 <\/p>\n

\u0424\u0438\u043b\u0438\u043f \u041c\u0438\u043b\u0435\u0441\u043a\u0438, \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0412\u041b\u0418\u0408\u0410\u041d\u0418\u0415 \u041d\u0410 \u041a\u041b\u0410\u0421\u0418\u0424\u0418\u041a\u0410\u0426\u0418\u0408\u0410\u0422\u0410 \u041d\u0410 \u041e\u0411\u041b\u0410\u041a\u041e\u0422 \u041e\u0414 \u0422\u041e\u0427\u041a\u0418 \u0412\u0420\u0417 \u041a\u0412\u0410\u041b\u0418\u0422\u0415\u0422\u041e\u0422 \u041d\u0410 \u0414\u0418\u0413\u0418\u0422\u0410\u041b\u041d\u0418\u041e\u0422 \u041c\u041e\u0414\u0415\u041b \u041d\u0410 \u0422\u0415\u0420\u0415\u041d<\/td>\nINFLUENCE OF POINT CLOUD CLASSIFICATION ON THE QUALITY OF A DIGITAL TERRAIN MODEL<\/p>\n

 <\/td>\n

 <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0403\u043e\u0440\u0453\u0438 \u0403\u043e\u0440\u0453\u0438\u0435\u0432<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-171<\/td>\n<\/tr>\n

 <\/p>\n

12<\/td>\n

 <\/p>\n

\u0417\u043e\u0440\u0430\u043d \u041d\u0438\u043a\u043e\u043b\u043e\u0432\u0441\u043a\u0438 \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0421\u041f\u041e\u0420\u0415\u0414\u0411\u0415\u041d\u0410 \u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041d\u0410 \u041c\u0415\u0422\u041e\u0414\u0418 \u0417\u0410 \u041a\u041b\u0410\u0421\u0418\u0424\u0418\u041a\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 LIDAR \u041e\u0411\u041b\u0410\u041a \u041e\u0414 \u0422\u041e\u0427\u041a\u0418 \u0421\u041e \u041f\u0420\u0418\u041c\u0415\u041d\u0410 \u041d\u0410 \u041c\u041e\u0420\u0424\u041e\u041b\u041e\u0428\u041a\u0418 \u0424\u0418\u041b\u0422\u0420\u0418 \u0418 AI \u041c\u041e\u0414\u0415\u041b<\/p>\n

 <\/td>\n

COMPARATIVE ANALYSIS OF LIDAR POINT CLOUD CLASSIFICATION METHODS USING MORPHOLOGICAL FILTERS AND AN AI MODEL<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0403\u043e\u0440\u0453\u0438 \u0403\u043e\u0440\u0453\u0438\u0435\u0432<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-172<\/td>\n<\/tr>\n

 <\/p>\n

13<\/td>\n

 <\/p>\n

\u0410\u043d\u0430\u0441\u0442\u0430\u0441\u0438\u0458\u0430 \u041a\u0440\u0441\u0442\u0435\u0432\u0441\u043a\u0438 \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u041e\u0414\u0420\u0415\u0414\u0423\u0412\u0410\u040a\u0415 \u041d\u0410 \u0413\u0415\u041e\u041c\u0415\u0422\u0420\u0418\u0421\u041a\u0418 \u041f\u0420\u041e\u041c\u0415\u041d\u0418 \u041a\u0410\u0408 \u041e\u0411\u0408\u0415\u041a\u0422\u0418 \u0412\u0420\u0417 \u041e\u0421\u041d\u041e\u0412\u0410 \u041d\u0410 \u041f\u0420\u041e\u0421\u0422\u041e\u0420\u041d\u0418 \u041c\u041e\u0414\u0415\u041b\u0418 \u0414\u041e\u0411\u0418\u0415\u041d\u0418 \u041e\u0414 \u041e\u0411\u041b\u0410\u0426\u0418 \u041e\u0414 \u0422\u041e\u0427\u041a\u0418<\/td>\nASSESSMENT OF GEOMETRIC CHANGES IN OBJECTS BASED ON POINT CLOUD-DERIVED SPATIAL MODELS<\/p>\n

 <\/td>\n

 <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0403\u043e\u0440\u0453\u0438 \u0403\u043e\u0440\u0453\u0438\u0435\u0432<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-173<\/td>\n<\/tr>\n

 <\/p>\n

 <\/p>\n

14<\/td>\n

 <\/p>\n

\u041a\u0430\u0442\u0435\u0440\u0438\u043d\u0430 \u0412\u0435\u043b\u043a\u043e\u0432\u0430 \u0434\u0438\u043f\u043b.\u0433\u0435\u043e\u0434.\u0438\u043d\u0436.<\/p>\n

 <\/td>\n

\u0421\u041f\u041e\u0420\u0415\u0414\u0411\u0415\u041d\u0410 \u0410\u041d\u0410\u041b\u0418\u0417\u0410 \u041d\u0410 \u041f\u0420\u041e\u0426\u0415\u041d\u0415\u0422\u0410\u0422\u0410 \u0412\u0420\u0415\u0414\u041d\u041e\u0421\u0422 \u041d\u0410 \u0421\u0422\u0410\u041d\u041e\u0412\u0418 \u0421\u041f\u041e\u0420\u0415\u0414 M\u0415\u0422\u041e\u0414\u041e\u041b\u041e\u0413\u0418\u0408\u0410\u0422\u0410 \u0417\u0410 \u041f\u0420\u041e\u0426\u0415\u041d\u0410 \u0418 \u041f\u0410\u0417\u0410\u0420\u041d\u0418\u0422\u0415 \u0426\u0415\u041d\u0418 \u041d\u0410 \u041d\u0415\u0414\u0412\u0418\u0416\u041d\u041e\u0421\u0422\u0418\u0422\u0415<\/p>\n

 <\/td>\n

COMPARATIVE ANALYSIS OF APARTMENT VALUATIONS ACCORDING TO THE VALUATION METHODOLOGY AND REAL ESTATE MARKET PRICES<\/td>\n <\/p>\n

\u043f\u0440\u043e\u0444. \u0434-\u0440 \u0403\u043e\u0440\u0453\u0438 \u0403\u043e\u0440\u0453\u0438\u0435\u0432<\/td>\n

 <\/p>\n

25.6.2026<\/p>\n

02\/95-174<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

\u0418\u0437\u0433\u043e\u0442\u0432\u0438\u043b\u0430: \u0412.\u0421.<\/p>","protected":false},"excerpt":{"rendered":"

  \u0420\u0435\u0434. \u0431\u0440. \u0418\u043c\u0435 \u0438 \u043f\u0440\u0435\u0437\u0438\u043c\u0435 \u043d\u0430 \u043a\u0430\u043d\u0434\u0438\u0434\u0430\u0442\u043e\u0442 \u041d\u0430\u0437\u0438\u0432 \u043d\u0430 \u0442\u0435\u043c\u0430\u0442\u0430 \u0418\u043c\u0435 \u0438 \u043f\u0440\u0435\u0437\u0438\u043c\u0435 \u043d\u0430 \u043c\u0435\u043d\u0442\u043e\u0440\u043e\u0442 \u0414\u0430\u0442\u0443\u043c \u0438 \u0431\u0440. \u043d\u0430 \u041e\u0434\u043b\u0443\u043a\u0430 \u043d\u0430 \u041d\u041d\u0421 \u0437\u0430 \u043f\u0440\u0438\u0444\u0430\u045c\u0430\u045a\u0435 \u043d\u0430 \u0442\u0435\u043c\u0430\u0442\u0430 \u043d\u0430 \u043c\u0430\u043a\u0435\u0434\u043e\u043d\u0441\u043a\u0438 \u0458\u0430\u0437\u0438\u043a \u043d\u0430 \u0430\u043d\u0433\u043b\u0438\u0441\u043a\u0438 \u0458\u0430\u0437\u0438\u043a   1 \u0410\u043d\u0430\u0441\u0442\u0430\u0441\u0438\u0458\u0430 \u041c\u0438\u0445\u0430\u0458\u043b\u043e\u0432\u0441\u043a\u0430 \u0434\u0438\u043f\u043b.\u0433\u0440\u0430\u0434.\u0438\u043d\u0436.   \u041f\u0420\u041e\u0426\u0415\u041d\u041a\u0410 \u041d\u0410 \u041f\u041e\u0421\u0422\u041e\u0408\u041d\u0418\u0422\u0415 \u0410\u0420\u041c\u0418\u0420\u0410\u041d\u041e\u0411\u0415\u0422\u041e\u041d\u0421\u041a\u0418 \u041a\u041e\u041d\u0421\u0422\u0420\u0423\u041a\u0426\u0418\u0418 \u0421\u041f\u041e\u0420\u0415\u0414 \u0412\u0422\u041e\u0420\u0410\u0422\u0410 \u0413\u0415\u041d\u0415\u0420\u0410\u0426\u0418\u0408\u0410 \u041d\u0410 \u0415\u0412\u0420\u041e\u041a\u041e\u0414\u041e\u0412\u0418   ASSESSMENT OF EXISTING REINFORCED CONCRETE […]<\/p>\n","protected":false},"author":3,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[36],"tags":[],"class_list":["post-5355","post","type-post","status-publish","format-standard","hentry","category-soopstenija"],"acf":[],"_links":{"self":[{"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/posts\/5355","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/comments?post=5355"}],"version-history":[{"count":2,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/posts\/5355\/revisions"}],"predecessor-version":[{"id":5357,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/posts\/5355\/revisions\/5357"}],"wp:attachment":[{"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/media?parent=5355"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/categories?post=5355"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/gf.ukim.edu.mk\/en\/wp-json\/wp\/v2\/tags?post=5355"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}