A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Resistance to cracking of eccentrically compressed prestressed concrete units of rectangular cross section
Results of study of reinforcement distribution on formation and depth of cracks in upper zone of beams and cross bars; light reinforcement of upper zone is suggested to reduce crack depth.
Resistance to cracking of eccentrically compressed prestressed concrete units of rectangular cross section
Results of study of reinforcement distribution on formation and depth of cracks in upper zone of beams and cross bars; light reinforcement of upper zone is suggested to reduce crack depth.
Resistance to cracking of eccentrically compressed prestressed concrete units of rectangular cross section
Treshchinostoikost vnetsentrenno, obzhimayemykh predvaritelno napryazhennykh elementov pryamougolnogo secheniya
Tseitlin, Sh.Yu. (author) / Milovidov, K.I. (author)
1962
4 pages
Article (Journal)
Russian
© Metadata Copyright Elsevier B. V. All rights reserved.
| Engineering Index Backfile | 1941
Eccentrically loaded rectangular reinforced-concrete cross-sections
| Engineering Index Backfile | 1923
The dimensioning of eccentrically compressed reinforced-concrete cross sections
| Engineering Index Backfile | 1923
Torsional resistance of prestressed concrete beams with rectangular section
| Tema Archive | 1991
Eccentrically loaded rectangular sections of reinforced concrete
| Engineering Index Backfile | 1930