{"leader":"00751naa#a2200217#i#450#","fields":[{"001":"EN\\\\bibl\\14299"},{"005":"20240429085612.1"},{"011":{"ind1":"#","ind2":"#","subfields":[{"a":"1999-8775"}]}},{"100":{"ind1":"#","ind2":"#","subfields":[{"a":"20141205b2014####ek#y0engy0150####ca"}]}},{"101":{"ind1":"0","ind2":"#","subfields":[{"a":"RUS"}]}},{"102":{"ind1":"#","ind2":"#","subfields":[{"a":"RU"}]}},{"200":{"ind1":"1","ind2":"#","subfields":[{"a":"The method of direct finite perturbation of numerical models for studying of the dynamic, stiffness and strength properties for thin-walled elements of engineering constructions."},{"e":"Journal article"}]}},{"210":{"ind1":"1","ind2":"#","subfields":[{"a":"Bryansk"},{"c":"Bryansk State Technical University"},{"d":"2014"}]}},{"215":{"ind1":"#","ind2":"#","subfields":[{"a":"10 \u00d1\u0081."}]}},{"608":{"ind1":"#","ind2":"#","subfields":[{"a":"Journal article"},{"2":"local"}]}},{"700":{"ind1":"#","ind2":"1","subfields":[{"a":"Kostenko"},{"g":"Yuriy "}]}},{"700":{"ind1":"#","ind2":"1","subfields":[{"a":"Chepurnoy"},{"g":"Anatoliy "}]}},{"700":{"ind1":"#","ind2":"1","subfields":[{"a":"Litvinenko"},{"g":"Aleksandr "}]}},{"700":{"ind1":"#","ind2":"1","subfields":[{"a":"Tanchenko"},{"g":"Andrey "}]}},{"700":{"ind1":"#","ind2":"1","subfields":[{"a":"Tkachuk"},{"g":"Nikolay "}]}},{"856":{"ind1":"4","ind2":"#","subfields":[{"a":"bstu.editorum.ru"},{"u":""}]}}]}