Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Distribution of loads in precast prestressed concrete members without diaphragms
Technique for computing load distribution between loaded beams and adjacent variably loaded beams is meant expressly for analyzing idealized structure, response of whose members to flexural and torsional stresses are known; example of bridge consisting of 6 precast T-beams given.
Distribution of loads in precast prestressed concrete members without diaphragms
Technique for computing load distribution between loaded beams and adjacent variably loaded beams is meant expressly for analyzing idealized structure, response of whose members to flexural and torsional stresses are known; example of bridge consisting of 6 precast T-beams given.
Distribution of loads in precast prestressed concrete members without diaphragms
Prestressed Concrete Inst -- J
Nathan, N.D. (Autor:in)
1963
14 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Precast Concrete Hollow Cored Floor Diaphragms
British Library Online Contents | 1993
|Prestressed concrete bridge is built with box beams without diaphragms
Engineering Index Backfile | 1966
Precast Prestressed Concrete Sectional Pole of Precast Prestressed Concrete Segment
Europäisches Patentamt | 2019
|Precast floor slab diaphragms without structural screeds
British Library Conference Proceedings | 1993
|Effect of Diaphragms on Load Distribution of Prestressed Concrete Bridges
British Library Conference Proceedings | 2002
|