Category:Structural analysis

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<nowiki>análisis estructural; 結構分析; építési statika; የመዋቅር ትንታኔ; analisis struktur; Baustatik; Baustatik; structural analysis; تحلیل سازه‌ها; 結構分析; analiză structurală; 結構分析; byggnadsstatik; структурний аналіз; 結構分析; संरचनात्मक विश्‍लेषण; Baustatik; 구조해석; Structural analysis; структурна анализа; analisi strutturale; calcul des structures; اناليسيس ستروکتور; kết cấu xây dựng; Строителна статика; структурный анализ; rakenneanalyysi; 構造解析; strukturna analiza; carga estructural; Análise estrutural; Anàlisi estructural; Барилгын статик; analiza dynamiczna; strukturanalyse; sterkteberekeningen; Analisis struktur; statická analýza; ഘടനാ വിശകലനം; структурны аналіз; structural analysis; تحليل إنشائي; 结构分析; Yapı statiği; análisis de la organización y funcionamiento de un sistema; analyse des contraintes sur une structure physique; bio Baho; analiza dynamiczna jest badaniem odpowiedzi układu mechanicznego poddanego działaniu wymuszenia zmiennego w czasie; дослідження реакції механічної системи, що піддається збудженню, змінне в часі; càlcul de la resistència de materials; Lehre der Stabilität von Baukonstruktionen; determination of the effects of loads on physical structures and their components; dinamika analizo estas la studo de la respondo de mekanika sistemo submetita al tempo-varia ekscito; determination of the effects of loads on physical structures and their components; analisis estructural; الحمل الإنشائي; أحمال إنشائية; szerkezetépítési statika; statika; épületstatika; épületek statikája; 结构分析; تئوری سازه ها; تحلیل سازه ها; تحلیل سازهٔ ها; تئوری سازهٔ ها; تحلیل سازه; Analiza dynamiczna; Stavební statika; Stavební mechanika; Analýza konstrukce; sterkteberekening</nowiki>

analisi strutturale

determination of the effects of loads on physical structures and their components

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Sottoclasse di

analisi

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ingegneria strutturale

Authority file
Q1762403 identificativo GND: 4112679-8 identificativo della Biblioteca del Congresso: sh85129216 identificativo NKC: ph135047 identificativo J9U della Biblioteca nazionale israeliana: 987007541328905171
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Sottocategorie

Questa categoria contiene le 7 sottocategorie indicate di seguito, su un totale di 7.

F

Finite element modelling‎ (10 C, 178 F)

I

Influence lines‎ (8 F)

M

Mechanical failure‎ (5 C, 39 F)

S

File nella categoria "Structural analysis"

Questa categoria contiene 142 file, indicati di seguito, su un totale di 142.

21-S-C6-JK-50-P-P1a.png 2 891 × 2 216; 202 KB
21-S-C6-JK-556-F6-5-ZFM.png 2 729 × 2 113; 193 KB
21-S-C6-JK-I111-P10-P11-truss.png 2 937 × 2 106; 461 KB
21-S-C6-JK-I112-P81-engine-hoise.png 2 434 × 2 131; 302 KB
21-S-C6-JK-I113-R-P6-1-truss-square.png 2 601 × 1 924; 237 KB
21-S-C6-JK-I114-R-P6-2-truss-triangle-roller.png 3 116 × 1 803; 159 KB
21-S-C6-JK-I115-R-P6-3-triangle-truss-vertical-members.png 3 086 × 2 331; 200 KB
21-S-C6-JK-I116-R-P4-triangle-truss-not-vertical.png 3 440 × 2 231; 250 KB
21-S-C6-JK-PHYS1170-P6-9.png 2 937 × 2 106; 467 KB
21-S-C6-JK-S6-4-Example-6-6a2.png 2 821 × 1 698; 140 KB
21-S-C6-JK-S6-64-F6-4.png 2 160 × 2 385; 106 KB
21-S-C6-S2-RP-I1.png 3 036 × 2 379; 113 KB
21-S-C6-S3-RP-I1.png 2 290 × 1 342; 207 KB
21-S-C6-S5-MK-61-space-truss-example6-8.png 2 330 × 2 579; 844 KB
21-S-C6-S5-MK-62-space-truss-P6-51.png 2 206 × 2 624; 738 KB
21-S-C6-S6-JK-601-pipe-cutter.png 3 145 × 1 473; 284 KB
21-S-C6-S6-JK-P-108-skid steer loader.png 2 389 × 2 171; 329 KB
21-S-C6-S6-MK-63-example-6-16.png 2 796 × 1 905; 204 KB
21-S-C6-S6-MK-64-F6-16.png 2 255 × 2 205; 134 KB
21-S-C6-S6-MK-65-6-67.png 2 867 × 1 377; 174 KB
21-S-C6-S6-MK-66-6-94.png 1 517 × 2 201; 758 KB
21-S-C6-S6-MK-67-P101-P102.png 3 042 × 1 978; 365 KB
21-S-C6-S6-MK-68-P99.png 1 537 × 2 500; 140 KB
21-S-JK-C6-I1-a.png 2 559 × 1 535; 245 KB
21-S-JK-C6-I1-b.png 2 846 × 1 801; 164 KB
21-S-JK-C6-I1.png 2 846 × 1 801; 163 KB
21-S-JK-C6-I13a-01.png 2 854 × 1 851; 313 KB
21-S-JK-C6-I13a-G-01.png 2 854 × 1 851; 311 KB
21-S-JK-C6-I2-a.png 3 240 × 1 743; 952 KB
21-S-Jk-C6-I2-b.png 2 642 × 1 469; 73 KB
21-S-JK-C6-I3.png 2 404 × 1 686; 460 KB
21-S-JK-C6-I50-P-P1a-G.png 2 911 × 2 355; 203 KB
21-S-JK-C6-I51-P-P1b-G.png 3 077 × 1 892; 168 KB
21-S-JK-C6-I51-P-P1b.png 3 020 × 1 859; 170 KB
21-S-JK-C6-I52-P-P2b-G.png 2 862 × 2 520; 373 KB
21-S-JK-C6-I52-P-P2b.png 2 862 × 2 520; 378 KB
21-S-JK-C6-I53-P9-P10-G.png 3 022 × 2 186; 462 KB
21-S-JK-C6-I53-P9-P10.png 3 022 × 2 186; 461 KB
21-S-JK-C6-S6-4-Example-6-5a.png 3 100 × 1 780; 174 KB
21-S-JK-C6-S6-4-Example-6-5b.png 3 100 × 1 780; 148 KB
21-S-JK-C6-S6-4-Example-6-5c.png 2 367 × 1 851; 139 KB
21-S-Jk-C6-S6-4-Example-6-6.png 2 853 × 1 703; 140 KB
21-S-Jk-C6-S6-4-Example-6-6a-G.png 2 853 × 1 557; 143 KB
21-S-Jk-C6-S6-4-Example-6-6a.png 2 853 × 1 670; 149 KB
21-S-Jk-C6-S6-4-Example-6-6b.png 2 404 × 1 819; 109 KB
21-S-JK-C6-S6-4-P42-P43.png 3 057 × 2 234; 206 KB
21-S-JK-C6-S6-6-Example-6-12-b.png 1 556 × 2 401; 213 KB
21-S-JK-C6-S6-6-Example-6-12-c2.png 2 662 × 2 392; 185 KB
21-S-JK-C6-S6-6-Example-6-12-d1.png 1 448 × 1 686; 53 KB
21-S-JK-C6-S6-6-Example-6-12-d2.png 1 260 × 1 719; 58 KB
21-S-JK-C6-S6-6-Example-6-12-e.png 1 186 × 2 513; 142 KB
21-S-JK-C6-S6-6-P-6-82-vise-grip.png 2 359 × 1 846; 212 KB
21-S-JK-C6-S6-6-P-6-87.png 2 277 × 2 298; 198 KB
21-S-JK-C6-S6-6-P-91.png 2 861 × 2 214; 242 KB
21-S-JK-C6-S6-6-P-95-nail-clippers.png 1 969 × 1 966; 111 KB
21-S-JK-C6-S6-6-P-F6-13-pulley.png 1 537 × 2 722; 121 KB
21-S-JK-C6-S6-6-P-F6-14-beam.png 2 779 × 1 840; 161 KB
21-S-JK-C6-S6-6-P-F6-15-pliers.png 1 965 × 1 720; 136 KB
22-S-C6-S2-JK-680-Sections-Ex02.png 2 175 × 1 681; 255 KB
22-S-C6-S2-JK-681-Sections-Ex03.png 1 915 × 1 678; 200 KB
22-S-C6-S2-JK-682-Sections-11a.png 1 811 × 1 734; 127 KB
22-S-C6-S2-JK-683-Sections-11d.png 2 264 × 1 391; 110 KB
22-S-C6-S2-JK-684-Sections-12a.png 1 901 × 1 650; 135 KB
22-S-C6-S2-JK-685-Sections-F-P-6.png 2 331 × 1 851; 272 KB
22-S-C6-S2-JK-686-Sections-P-8.png 2 002 × 2 277; 211 KB
22-S-C6-S2-JK-687-Sections-P27-P28.png 2 435 × 2 065; 223 KB
22-S-C6-S3-JK-601-ZFM-truss.png 2 325 × 1 825; 307 KB
22-S-C6-S4-JK-641-truss-PMA.png 3 256 × 1 526; 397 KB
22-S-C6-S4-JK-642-truss-PMA.png 2 287 × 1 391; 144 KB
Analyse des conditions aux limites 3.jpg 556 × 483; 15 KB
Analyse des conditions aux limites 4.jpg 396 × 310; 13 KB
Analyse des conditions aux limites 7.jpg 826 × 256; 19 KB
Analyse des conditions aux limites 9.jpg 522 × 291; 10 KB
Anello iperstatico-Model.jpg 3 037 × 2 304; 246 KB
Anello iperstatico-Model2.jpg 3 037 × 2 304; 252 KB
Anello iperstatico.png 915 × 480; 24 KB
Assembly of 2 substructures consisting of nodes.png 1 075 × 420; 30 KB
Assembly of two substructures consisting of four nodes.png 334 × 130; 18 KB
Bettti's Theorem Beam.png 918 × 605; 35 KB
Brueckenpfeilerversuch (Kräftekonstanz).png 4 000 × 5 069; 19,17 MB
Calcolo telai piani-Convenzioni forze.png 1 754 × 1 240; 52 KB
Calcolo telai piani-Convenzioni spostamenti.png 1 754 × 1 240; 51 KB
Caratteristiche sollecitazione.jpg 1 375 × 498; 201 KB
CATIA.jpg 1 920 × 1 080; 144 KB
Closed thin-walled beam.png 349 × 364; 6 KB
Concrete-scia.jpg 1 024 × 768; 141 KB
Cone-2-80.jpg 360 × 270; 51 KB
Criterio di rottura di Coulomb.png 842 × 445; 32 KB
Decoupling of substructures from assembly.png 717 × 197; 32 KB
Decoupling of substructures.svg 504 × 139; 19 KB
DensityVSYieldStrength.png 1 546 × 862; 133 KB
DensityVSYoungsModulus.png 1 546 × 862; 115 KB
Eigenfrequency Analysis of a Truss Bridge.jpg 600 × 400; 153 KB
Einfeldtraeger.png 846 × 537; 20 KB
EPET 3-D animation PrintScreen.jpg 815 × 543; 115 KB
EPET print out.jpg 345 × 429; 80 KB
Fenics-map.png 512 × 531; 239 KB
Frame deflection1.jpg 1 707 × 2 930; 605 KB
Frame deflection2.jpg 1 812 × 2 168; 410 KB
Influence line.gif 900 × 750; 1,59 MB
It holds! (9599112251).jpg 2 832 × 4 256; 3,07 MB
Kreismembran.png 1 012 × 675; 15 KB
Ligismos.JPG 554 × 548; 13 KB
Plastic section modulus I-beam - strong axis.svg 242 × 207; 19 KB
Polfreikoerper.png 281 × 772; 10 KB
Polplan.png 281 × 570; 8 KB
Pressofless.svg 744 × 1 053; 157 KB
Ql-2-8-2.png 1 481 × 1 535; 24 KB
Regula semnelor pentru eforturi.png 299 × 119; 12 KB
RFEM-6-Scaled-Sums-Envelope.png 1 600 × 1 200; 479 KB
Screenshot von RFEM.png 1 279 × 1 024; 320 KB
Seismograms Cone.jpg 641 × 498; 136 KB
Serrurier truss under load (side view).ogv 13 s, 600 × 180; 333 KB
Serrurier truss under load (slanted view).ogv 13 s, 510 × 160; 332 KB
Shakedown-it.JPG 1 400 × 950; 71 KB
Shear and moment.jpg 380 × 347; 12 KB
Simplebeam.JPG 293 × 122; 7 KB
Sollecitazioni trave saintvenant.JPG 1 195 × 264; 31 KB
SRBPSS 1s.jpg 270 × 284; 26 KB
Static Structural Analysis of a Gripper Arm.jpg 600 × 400; 68 KB
Stress-disegno.jpg 800 × 366; 39 KB
Structure vs sequence in the PA clan.png 2 525 × 232; 116 KB
Sylmar085-Input in fractions of 'g'.jpg 642 × 452; 82 KB
Tire drum.gif 232 × 228; 2,1 MB
Two different levels of domain decomposition.svg 715 × 482; 1,39 MB
ابزارهای مهندسی نما.png 800 × 535; 90 KB
가상계.png 759 × 626; 37 KB
내적 일.png 1 344 × 531; 13 KB
매트릭스구조해석.png 671 × 688; 40 KB
모멘트 분배법 실수1.jpg 3 915 × 1 901; 1,46 MB
부정정 골조1.jpg 2 619 × 1 909; 498 KB
실제계.png 717 × 548; 37 KB
외적 일.png 722 × 504; 11 KB
조합응력1.png 857 × 585; 12 KB
프레임 처짐1.png 849 × 566; 11 KB
프레임 처짐2.png 848 × 654; 13 KB
프레임 처짐3.png 671 × 571; 9 KB
프레임 처짐4.png 672 × 603; 10 KB
프레임 처짐5.png 780 × 688; 12 KB
프레임 처짐6.png 680 × 605; 8 KB
프레임 처짐7.png 655 × 608; 10 KB
횡변위 없는 프레임1.jpg 3 681 × 1 905; 1,48 MB

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