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Turkish - This problem has always existed, I thought I'd write for the first time. When I forget a small issue, I want to cancel the analysis, I say cancel, but it stops very late, like "the car that does not hold the brake" 
The same situation continues in v10.09 at the moment. Hope it will be fixed in the new version
The same situation continues in v10.09 at the moment. Hope it will be fixed in the new version
Code:
0:00 Starting the analysis. It uses a 4 core processor. 0:00 Generating geometry. 0:00 Diaphragms are defined. 0:00 Calculating floor weights and centroids. 0:00 Cantilever beams are being determined. 0:00 Building system is being created. 0:00 Loading build. 0:01 Calculating slab loads on elements. Calculating "FLOOR 4". Calculating the "3rd FLOOR". Calculating "FLOOR 2". Calculating "FLOOR 1". Calculating "GROUND FLOOR". Calculating "1. BODRUM". 0:04 Regulation checks are in progress. 0:04 Strong floor control is carried out SYSTEM INFORMATION Number of D. Points: 6983 Number of rods: 383 Number of shell elements: 6014 0:06 B3 irregularity control is performed. 0:06 Analysis in progress. 0:06 Modal analysis in progress: "Modal E1". * Ritz method is used * Number of iterations:1 Calculated modes:15 Minimum dynamic participation rate:0.96 "Modal E1" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 15 modes found. Mode 1: f=1.53434 T=0.65175 Mode 2: f=1.95654 T=0.51111 Mode 3: f=2.30765 T=0.43334 Mode 4: f=5.05065 T=0.19799 Mode 5: f=8.81279 T=0.11347 Mode 6: f= 9.53919 T=0.10483 Mode 7: f=9.97154 T=0.10029 Mode 8: f=14.85587 T=0.06731 Mode 9: f=15.94898 T=0.06270 Mode 10: f=19.11431 T=0.05232 Mode 11: f=22.28378 T=0.04488 Mode 12: f=28.45469 T=0.03514 Mode 13: f=47.44343 T=0.02108 Mode 14: f=56.62298 T=0.01766 Mode 15: f=71.13341 T=0.01406 0:08 Calculating design spectra: "Ex". 0:14 Modal analysis in progress: "Modal E2". * Ritz method is used * Number of iterations:2 Calculated modes:24 Minimum dynamic participation rate:0.97 "Modal E2" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 24 modes found. Mode 1: f=1.45166 T=0.68887 Mode 2: f=1.95412 T=0.51174 Mode 3: f=2.42288 T=0.41273 Mode 4: f=4.77630 T=0.20937 Mode 5: f=8.92133 T=0.11209 Mode 6: f= 9.24531 T=0.10816 Mode 7: f=10.01543 T=0.09985 Mode 8: f=14.16476 T=0.07060 Mode 9: f=15.26945 T=0.06549 Mode 10: f=19.47746 T=0.05134 Mode 11: f=22.44844 T=0.04455 Mode 12: f=27.17191 T=0.03680 Mode 13: f=28.82463 T=0.03469 Mode 14: f=34.23805 T=0.02921 Mode 15: f=36.96946 T=0.02705 Mode 16: f=39.14738 T=0.02554 Mode 17: f=42.92287 T=0.02330 Mode 18: f=46.74207 T=0.02139 Mode 19: f=62.02582 T=0.01612 Mode 20: f=66.16830 T=0.01511 Mode 21: f=76.70454 T=0.01304 Mode 22: f=107.25934 T=0.00932 Mode 23 : f=118.16281 T=0.00846 Mode 24: f=156.02474 T=0.00641 0:18 Calculating design spectra: "Ex". 0:28 Modal analysis in progress: "Modal E3". * Ritz method is used * Number of iterations:1 Calculated modes:15 Minimum dynamic participation rate:0.96 "Modal E3" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 15 modes found. Mode 1: f=1.51103 T=0.66180 Mode 2: f=1.96276 T=0.50949 Mode 3: f=2.32642 T=0.42984 Mode 4: f=4.96806 T=0.20129 Mode 5: f=9.11634 T=0.10969 Mode 6: f= 9.30325 T=0.10749 Mode 7: f=9.84683 T=0.10156 Mode 8: f=14.66244 T=0.06820 Mode 9: f=15.80352 T=0.06328 Mode 10: f=19.88394 T=0.05029 Mode 11: f=21.68634 T=0.04611 Mode 12: f=30.24349 T=0.03306 Mode 13: f=46.56408 T=0.02148 Mode 14: f=59.90137 T=0.01669 Mode 15: f=73.71813 T=0.01357 0:30 Calculating design spectra: "Ey". 0:37 Modal analysis in progress: "Modal E4". * Ritz method is used * Number of iterations: 2 Calculated modes: 24 Minimum dynamic participation rate: 0.97 "Modal E4" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 24 modes found. Mode 1: f=1.43932 T=0.69477 Mode 2: f=1.96978 T=0.50767 Mode 3: f=2.42643 T=0.41213 Mode 4: f=4.77854 T=0.20927 Mode 5: f=8.68836 T=0.11510 Mode 6: f= 9.30971 T=0.10741 Mode 7: f=10.21609 T=0.09788 Mode 8: f=14.20930 T=0.07038 Mode 9: f=15.29327 T=0.06539 Mode 10: f=18.85113 T=0.05305 Mode 11: f=23.20948 T=0.04309 Mode 12: f=27.15582 T=0.03682 Mode 13: f=27.77552 T=0.03600 Mode 14: f=35.00728 T=0.02857 Mode 15: f=37.40355 T=0.02674 Mode 16: f=38.81319 T=0.02576 Mode 17: f=41.43436 T=0.02413 Mode 18: f=46.82518 T=0.02136 Mode 19: f=59.26710 T=0.01687 Mode 20: f=66.03228 T=0.01514 Mode 21: f=79.27410 T=0.01261 Mode 22: f=109.33388 T=0.00915 Mode 23 : f=117.88256 T=0.00848 Mode 24: f=148.61891 T=0.00673 0:40 Calculating design spectra: "O". 0:51 Modal analysis in progress: "Modal BE1". * Ritz method is used * Number of iterations:5 Calculated modes:51 Minimum dynamic participation rate:0.97 "Modal BE1" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 51 modes found. Mode 1: f=12.29327 T=0.08135 Mode 2: f=12.30239 T=0.08129 Mode 3: f=12.33396 T=0.08108 Mode 4: f=12.34378 T=0.08101 Mode 5: f=12.39038 T=0.08071 Mode 6: f= 12.41114 T=0.08057 Mode 7: f=12.42342 T=0.08049 Mode 8: f=12.43796 T=0.08040 Mode 9: f=12.44684 T=0.08034 Mode 10: f=12.45758 T=0.08027 Mode 11: f=20.83556 T=0.04799 Mode 12: f=22.17395 T=0.04510 Mode 13: f=29.20058 T=0.03425 Mode 14: f=43.51452 T=0.02298 Mode 15: f=46.05921 T=0.02171 Mode 16: f=47.08653 T=0.02124 Mode 17: f=51.93105 T=0.01926 Mode 18: f=52.78470 T=0.01894 Mode 19: f=52.98135 T=0.01887 Mode 20: f=53.77869 T=0.01859 Mode 21: f=54.54957 T=0.01833 Mode 22: f=56.85048 T=0.01759 Mode 23 : f=64.74073 T=0.01545 Mode 24: f=64.93387 T=0.01540 Mode 25: f=65.62230 T=0.01524 Mode 26: f=66.72885 T=0.01499 Mode 27: f=67.81568 T=0.01475 Mode 28: f=72.61498 T =0.01377 Mode 29: f=75.70868 T=0.01321 Mode 30: f=76.63179 T=0.01305 Mode 31: f=80.15829 T=0.01248 Mode 32: f=82.53055 T=0.01212 Mode 33: f=83.37502 T=0.01199 Mode 34: f=87.62628 T=0.01141 Mode 35: f=99.98926 T=0.01000 Mode 36: f=104.06200 T=0.00961 Mode 37: f=112.05310 T=0.00892 Mode 38: f=117.92847 T=0.00848 Mode 39: f=125.24251 T=0.00798 Mode 40 : f=139.98052 T=0.00714 Mode 41: f=146.14469 T=0.00684 Mode 42: f=146.55125 T=0.00682 Mode 43: f=184.28623 T=0.00543 Mode 44: f=188.72006 T=0.00530 Mode 45: f=203.29886 T =0.00492 Mode 46: f=256.22539 T=0.00390 Mode 47: f=273.66807 T=0.00365 Mode 48: f=274.44751 T=0.00364 Mode 49: f=575.34194 T=0.00174 Mode 50: f=615.20182 T=0.00163 Mode 51: f=658.09349 T=0.00152 0:58 Calculating design spectra: "ExB". 1:20 Modal analysis in progress: "Modal BE2". * Ritz method is used * Number of iterations:5 Calculated modes:51 Minimum dynamic participation rate:0.97 "Modal BE2" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 51 modes found. Mode 1: f=12.29332 T=0.08135 Mode 2: f=12.30244 T=0.08128 Mode 3: f=12.33401 T=0.08108 Mode 4: f=12.34381 T=0.08101 Mode 5: f=12.39039 T=0.08071 Mode 6: f= 12.41115 T=0.08057 Mode 7: f=12.42342 T=0.08049 Mode 8: f=12.43797 T=0.08040 Mode 9: f=12.44686 T=0.08034 Mode 10: f=12.45760 T=0.08027 Mode 11: f=21.43633 T=0.04665 Mode 12: f=22.43123 T=0.04458 Mode 13: f=29.20287 T=0.03424 Mode 14: f=43.24789 T=0.02312 Mode 15: f=45.54736 T=0.02196 Mode 16: f=46.92708 T=0.02131 Mode 17: f=51.93166 T=0.01926 Mode 18: f=52.83046 T=0.01893 Mode 19: f=52.99685 T=0.01887 Mode 20: f=53.78057 T=0.01859 Mode 21: f=54.55850 T=0.01833 Mode 22: f=56.10896 T=0.01782 Mode 23 : f=64.73802 T=0.01545 Mode 24: f=64.92995 T=0.01540 Mode 25: f=65.98103 T=0.01516 Mode 26: f=66.73774 T=0.01498 Mode 27: f=67.71023 T=0.01477 Mode 28: f=72.55988 T =0.01378 Mode 29: f=75.61671 T=0.01322 Mode 30: f=76.48412 T=0.01307 Mode 31: f=79.92146 T=0.01251 Mode 32: f=82.42421 T=0.01213 Mode 33: f=83.15783 T=0.01203 Mode 34: f=87.86256 T=0.01138 Mode 35: f=100.26238 T=0.00997 Mode 36: f=103.57073 T=0.00966 Mode 37: f=112.09288 T=0.00892 Mode 38: f=119.40181 T=0.00838 Mode 39: f=123.49636 T=0.00810 Mode 40 : f=140.33871 T=0.00713 Mode 41: f=144.67482 T=0.00691 Mode 42: f=147.30354 T=0.00679 Mode 43: f=184.57864 T=0.00542 Mode 44: f=188.63925 T=0.00530 Mode 45: f=202.80995 T =0.00493 Mode 46: f=256.88924 T=0.00389 Mode 47: f=271.18460 T=0.00369 Mode 48: f=275.89237 T=0.00362 Mode 49: f=572.91670 T=0.00175 Mode 50: f=619.68080 T=0.00161 Mode 51: f=658.00544 T=0.00152 1:26 Calculating design spectra: "ExB". 1:48 Modal analysis in progress: "Modal BE3". * Ritz method is used * Number of iterations:5 Calculated modes:51 Minimum dynamic participation rate:0.97 "Modal BE3" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 51 modes found. Mode 1: f=12.29337 T=0.08134 Mode 2: f=12.30231 T=0.08129 Mode 3: f=12.33421 T=0.08108 Mode 4: f=12.34360 T=0.08101 Mode 5: f=12.39040 T=0.08071 Mode 6: f= 12.41112 T=0.08057 Mode 7: f=12.42342 T=0.08049 Mode 8: f=12.43799 T=0.08040 Mode 9: f=12.44683 T=0.08034 Mode 10: f=12.45759 T=0.08027 Mode 11: f=21.32799 T=0.04689 Mode 12: f=22.05041 T=0.04535 Mode 13: f=29.24149 T=0.03420 Mode 14: f=43.46949 T=0.02300 Mode 15: f=45.86697 T=0.02180 Mode 16: f=46.82908 T=0.02135 Mode 17: f=51.87512 T=0.01928 Mode 18: f=52.80024 T=0.01894 Mode 19: f=52.98926 T=0.01887 Mode 20: f=53.77193 T=0.01860 Mode 21: f=54.58067 T=0.01832 Mode 22: f=56.55485 T=0.01768 Mode 23 : f=64.74632 T=0.01544 Mode 24: f=64.93514 T=0.01540 Mode 25: f=65.07959 T=0.01537 Mode 26: f=66.72812 T=0.01499 Mode 27: f=67.70256 T=0.01477 Mode 28: f=72.62898 T =0.01377 Mode 29: f=75.67787 T=0.01321 Mode 30: f=76.84220 T=0.01301 Mode 31: f=80.38831 T=0.01244 Mode 32: f=82.82280 T=0.01207 Mode 33: f=83.17509 T=0.01202 Mode 34: f=87.72263 T=0.01140 Mode 35: f=100.29912 T=0.00997 Mode 36: f=101.89221 T=0.00981 Mode 37: f=111.61807 T=0.00896 Mode 38: f=116.85764 T=0.00856 Mode 39: f=124.78975 T=0.00801 Mode 40 : f=138.89001 T=0.00720 Mode 41: f=144.04058 T=0.00694 Mode 42: f=148.03818 T=0.00676 Mode 43: f=184.41171 T=0.00542 Mode 44: f=189.19018 T=0.00529 Mode 45: f=197.85617 T =0.00505 Mode 46: f=258.29087 T=0.00387 Mode 47: f=269.68186 T=0.00371 Mode 48: f=273.82520 T=0.00365 Mode 49: f=573.02142 T=0.00175 Mode 50: f=621.73037 T=0.00161 Mode 51: f=651.58668 T=0.00153 1:55 Calculating design spectra: "EyB". 2:18 Modal analysis in progress: "Modal BE4". * Ritz method is used * Number of iterations:5 Calculated modes:51 Minimum dynamic participation ratio:0.97 "Modal BE4" - Memory used for stiffness matrix: 32 MB Total used memory: 36 MB 54 modes requested, 51 modes found. Mode 1: f=12.29320 T=0.08135 Mode 2: f=12.30251 T=0.08128 Mode 3: f=12.33372 T=0.08108 Mode 4: f=12.34396 T=0.08101 Mode 5: f=12.39037 T=0.08071 Mode 6: f= 12.41116 T=0.08057 Mode 7: f=12.42342 T=0.08049 Mode 8: f=12.43793 T=0.08040 Mode 9: f=12.44687 T=0.08034 Mode 10: f=12.45759 T=0.08027 Mode 11: f=20.48061 T=0.04883 Mode 12: f=22.96313 T=0.04355 Mode 13: f=29.16810 T=0.03428 Mode 14: f=43.31994 T=0.02308 Mode 15: f=45.72663 T=0.02187 Mode 16: f=47.16108 T=0.02120 Mode 17: f=51.96260 T=0.01924 Mode 18: f=52.82643 T=0.01893 Mode 19: f=52.98604 T=0.01887 Mode 20: f=53.79810 T=0.01859 Mode 21: f=54.53282 T=0.01834 Mode 22: f=56.44374 T=0.01772 Mode 23 : f=64.73168 T=0.01545 Mode 24: f=64.92981 T=0.01540 Mode 25: f=66.72968 T=0.01499 Mode 26: f=67.81682 T=0.01475 Mode 27: f=72.23775 T=0.01384 Mode 28: f=74.49744 T =0.01342 Mode 29: f=76.03354 T=0.01315 Mode 30: f=78.72922 T=0.01270 Mode 31: f=81.10760 T=0.01233 Mode 32: f=82.80959 T=0.01208 Mode 33: f=85.88381 T=0.01164 Mode 34: f=87.94875 T=0.01137 Mode 35: f=100.06670 T=0.00999 Mode 36: f=105.75745 T=0.00946 Mode 37: f=110.50265 T=0.00905 Mode 38: f=118.29279 T=0.00845 Mode 39: f=127.95614 T=0.00782 Mode 40 : f=138.98110 T=0.00720 Mode 41: f=144.72257 T=0.00691 Mode 42: f=150.20891 T=0.00666 Mode 43: f=183.94482 T=0.00544 Mode 44: f=189.96669 T=0.00526 Mode 45: f=205.05342 T =0.00488 Mode 46: f=255.97797 T=0.00391 Mode 47: f=274.50706 T=0.00364 Mode 48: f=277.23774 T=0.00361 Mode 49: f=582.32551 T=0.00172 Mode 50: f=609.90132 T=0.00164 Mode 51: f=656.44863 T=0.00152 2:24 Calculating design spectra: "EyB". 2:46 Calculating floor loads. 2:46 Calculating 4th FLOOR forces. 2:46 Calculating 3rd FLOOR forces. 2:46 Calculating 2nd FLOOR forces. 2:46 Calculating 1st FLOOR forces. 2:46 Calculating FLOOR FLOOR forces. 2:46 1. Calculating BODRUM forces. 2:46 Linear static analysis in progress. Installing "G" is in progress. Loading "Q" is in progress. 2:46 Linear static analysis in progress. Installing "G'" is in progress. Loading "Q'" is in progress. "FX+" is being installed. Installing "FX-". Installing "FY+" is in progress. Installing "FY-". Installing "FX(B)+". Installing "FX(B)-". Installing "FY(B)+". Installing "FY(B)-". "GQ" - Memory used for stiffness matrix : 32 MB Total memory used : 32 MB "G'-Q'-FX+-FX--FY+-FY--FX(B)+-FX(B)--FY(B) )+-FY(B)-" - Memory used for stiffness matrix : 32 MB Total memory used : 35 MB 2:52 Calculating centers of mass and stiffness. 2:52 Reinforced concrete design begins. Step 1 / 3 Step 2 / 3 Step 3 / 3 2:52 Reinforced concrete is being made. Step 1 / 3 Step 2 / 3 Step 3 / 3 2:52 Calculating beam transverse reinforcements. 2:52 Calculating column transverse reinforcements. 2:53 Calculating shear transverse reinforcements. 3:28 Calculating torsion reinforcements. 3:28 Analysis cancelled.