Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Balki proletnykh stroenii mostov so sterzhnevoi napryagaemoi armaturoi
Bridge beam spans with prestressed bar reinforcement; testing of 16.76-m span bridge beam under H-30 and HK-80 loads; reinforcing bars of 18 mm diam arranged depending on moment diagram and stressed by electrothermal method on special sector abutments; internal stresses should be transferred at first from extreme abutments; reinforcing bars in experimental beams are less costly than wire strands.
Balki proletnykh stroenii mostov so sterzhnevoi napryagaemoi armaturoi
Bridge beam spans with prestressed bar reinforcement; testing of 16.76-m span bridge beam under H-30 and HK-80 loads; reinforcing bars of 18 mm diam arranged depending on moment diagram and stressed by electrothermal method on special sector abutments; internal stresses should be transferred at first from extreme abutments; reinforcing bars in experimental beams are less costly than wire strands.
Balki proletnykh stroenii mostov so sterzhnevoi napryagaemoi armaturoi
Balki proletnykh stroenii mostov so sterzhnevoi napryagaemoi armaturoi
Prokopovich, A.G. (Autor:in) / Suslov, F.I. (Autor:in) / Balyuchik, E.A. (Autor:in) / Belenchenko, V.A. (Autor:in) / Markosov, A.M. (Autor:in)
1967
3 pages
Aufsatz (Zeitschrift)
Russisch
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Prodol'naya nadvizhka zhelezobetonnykh nerazreznykh proletnykh stroenii mostov
| Engineering Index Backfile | 1968
| Engineering Index Backfile | 1967
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Osobennosti proektirovanija plitnych mostov
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