Iš anksto įtemptųjų gelžbetoninių elementų įtempių ir deformacijų apskaičiavimo sluoksnių modelis
Application of refined ultimate state theories and use of high strength materials have resulted in longer spans and smaller depths of reinforced and prestressed concrete structures. Consequently, the condition of the limiting deflection rather than the strength requirement often is the governing des...
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Format: | Doctoral Thesis |
Language: | English |
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Lithuanian Academic Libraries Network (LABT)
2005
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Online Access: | http://vddb.library.lt/fedora/get/LT-eLABa-0001:E.02~2005~D_20051111_114038-75467/DS.005.1.01.ETD |