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Tipul înregistrării:	Text tipărit: analitic (parte componentă)
Autor:	Andriolo, F.R.
În:	WATER power & dam construction. London. An aug.1995,V. 47/8,p. p. 17-24
Subiect:	baraj de greutate
Subiect:	comportare elastică
Subiect:	comportare isotropică
Subiect:	comportare monolitică
Subiect:	contracţia fisurilor
Subiect:	efort de tensine/fisuri transversale
Subiect:	fisuri longitudinale
Subiect:	fisuri structurale
Subiect:	model haotic
Subiect:	modul de elasticitate

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009 ubfixit050.037 Special factors in design of high RCC gravity dams/partII\\1611\
100 $a 20230119u########m##u1rumy50######ba
200 $a Special factors in design of high RCC gravity dams/partII
463 $0 144890 $c London $n IPC Electrical-Electronic Press $t WATER power & dam construction $v An aug.1995,V. 47/8,p. p. 17-24 $x 0306-400X $z GB
606 $2 UTCB $3 82793 $7 ba0yba0a $8 rumrum $a baraj de greutate
606 $2 UTCB $3 85517 $7 ba0yba0a $8 rumrum $a comportare elastică
606 $2 UTCB $3 85530 $7 ba0yba0a $8 rumrum $a comportare isotropică
606 $2 UTCB $3 85584 $7 ba0yba0a $8 rumrum $a comportare monolitică
606 $2 UTCB $3 86676 $7 ba0yba0a $8 rumrum $a contracţia fisurilor
606 $2 UTCB $3 89691 $7 ba0yba0a $8 rumrum $a efort de tensine/fisuri transversale
606 $2 UTCB $3 91239 $7 ba0yba0a $8 rumrum $a fisuri longitudinale
606 $2 UTCB $3 91244 $7 ba0yba0a $8 rumrum $a fisuri structurale
606 $2 UTCB $3 97873 $7 ba0yba0a $8 rumrum $a model haotic
606 $2 UTCB $3 98259 $7 ba0yba0a $8 rumrum $a modul de elasticitate
700 $3 1968 $a Andriolo $b F.R.
801 0 $a RO $b UTCB $c 20230118 $2 unimarc

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