"5"^^ . "Optimization of RC Beam Design under Crack Width Consideration"@en . . "3"^^ . . . "RIV/68407700:21110/01:01085443" . "2"^^ . . "Optimalizace je proces vedouc\u00ED k \u00FAspo\u0159e celkov\u00FDch n\u00E1klad\u016F p\u0159i vytv\u00E1\u0159en\u00ED a \u00FAdr\u017Eb\u011B konstrukce. Takto definovan\u00E1 \u00FAloha je d\u00EDky heterogennosti re\u00E1ln\u00E9ho sv\u011Bta zna\u010Dn\u011B obt\u00ED\u017En\u00E1 ajej\u00ED numerick\u00E9 \u0159e\u0161en\u00ED se za\u010D\u00EDn\u00E1 objevovat a\u017E v posledn\u00EDch letech s v\u011Bt\u0161\u00ED dostupnost\u00ED dostate\u010Dn\u011B v\u00FDkonn\u00FDch po\u010D\u00EDta\u010D\u016F. Na\u0161\u00EDm c\u00EDlem je vytvo\u0159it algoritmus, kter\u00FD nalezne v z\u00E1vislosti na zadan\u00FDch omezuj\u00EDc\u00EDch podm\u00EDnk\u00E1ch a p\u0159\u00E1n\u00EDch projektanta optim\u00E1ln\u00ED n\u00E1vrh \u017Eelezobetonov\u00E9 konstrukce. \u0158e\u0161en\u00ED je prezentov\u00E1no na n\u00E1vrhu spojit\u00E9ho nosn\u00EDku, na kter\u00FD jsou kladeny omezuj\u00EDc\u00ED podm\u00EDnky prvn\u00EDho a druh\u00E9ho mezn\u00EDho stavu podle normy EUROCODE 2. Mo\u017Enosti uplatn\u011Bn\u00ED nast\u00EDn\u011Bn\u00E9ho postupu jsou uk\u00E1z\u00E1ny na jednoduch\u00E9m p\u0159\u00EDkladu"@cs . "Optimalizace n\u00E1vrhu \u017DB nosn\u00EDku s ohledem na \u0161\u00ED\u0159ku trhlin"@cs . . . "Smutek, M." . . "Optimization of RC Beam Design under Crack Width Consideration"@en . . "21110" . . "Optimalizace n\u00E1vrhu \u017DB nosn\u00EDku s ohledem na \u0161\u00ED\u0159ku trhlin" . "[900456385265]" . . "Bittnar, Zden\u011Bk" . "Pardubice" . . . . "Beton\u00E1\u0159sk\u00E9 dny 2001" . "RIV/68407700:21110/01:01085443!RIV/2004/MSM/211104/N" . "Optimalizace n\u00E1vrhu \u017DB nosn\u00EDku s ohledem na \u0161\u00ED\u0159ku trhlin"@cs . . . . . "2001-11-29+01:00"^^ . "309 ; 313" . . "Optimalizace je proces vedouc\u00ED k \u00FAspo\u0159e celkov\u00FDch n\u00E1klad\u016F p\u0159i vytv\u00E1\u0159en\u00ED a \u00FAdr\u017Eb\u011B konstrukce. Takto definovan\u00E1 \u00FAloha je d\u00EDky heterogennosti re\u00E1ln\u00E9ho sv\u011Bta zna\u010Dn\u011B obt\u00ED\u017En\u00E1 ajej\u00ED numerick\u00E9 \u0159e\u0161en\u00ED se za\u010D\u00EDn\u00E1 objevovat a\u017E v posledn\u00EDch letech s v\u011Bt\u0161\u00ED dostupnost\u00ED dostate\u010Dn\u011B v\u00FDkonn\u00FDch po\u010D\u00EDta\u010D\u016F. Na\u0161\u00EDm c\u00EDlem je vytvo\u0159it algoritmus, kter\u00FD nalezne v z\u00E1vislosti na zadan\u00FDch omezuj\u00EDc\u00EDch podm\u00EDnk\u00E1ch a p\u0159\u00E1n\u00EDch projektanta optim\u00E1ln\u00ED n\u00E1vrh \u017Eelezobetonov\u00E9 konstrukce. \u0158e\u0161en\u00ED je prezentov\u00E1no na n\u00E1vrhu spojit\u00E9ho nosn\u00EDku, na kter\u00FD jsou kladeny omezuj\u00EDc\u00ED podm\u00EDnky prvn\u00EDho a druh\u00E9ho mezn\u00EDho stavu podle normy EUROCODE 2. Mo\u017Enosti uplatn\u011Bn\u00ED nast\u00EDn\u011Bn\u00E9ho postupu jsou uk\u00E1z\u00E1ny na jednoduch\u00E9m p\u0159\u00EDkladu" . "Praha" . "Optimalizace n\u00E1vrhu \u017DB nosn\u00EDku s ohledem na \u0161\u00ED\u0159ku trhlin" . . "\u010CBS - \u010Cesk\u00E1 beton\u00E1\u0159sk\u00E1 spole\u010Dnost \u010CSSI" . "Lep\u0161, Mat\u011Bj" . . . "P(GV103/97/K003), Z(MSM 210000003)" . "The search for an effective design of concrete structure is not a new subject. To explore other areas of the optimization space we selected the total price of a structure to guard the optimization process along with crack width consideration. Implementing the genetic algorithm based strategy called the augmented simulated annealing method can efficiently solve the proposed problem"@en . . "690254" . "continuous beam; crack width; design; genetic algorithm; optimization; reinforced concrete"@en . "80-238-7595-7" .