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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 46 Abstracts search results
Document:
SP23-30
Date:
January 1, 1969
Author(s):
Michiyuki Kono and Yoshio Ozaka
Publication:
Symposium Papers
Volume:
23
Abstract:
A through-girder bridge can be an economical form of construction where clearance under the bridge is limited. Development of prestressed concrete through-girder bridges grew out of extensive experience with prestressed concrete bridges employing simply supported girders. Several representative through-girder bridges built by Japanese National Railways are described.
DOI:
10.14359/17253
SP23-19
Shu-T'ien Li and Richard A. Witt
To achieve the accurate anaylsis required for crack control in variable-I continuous girders, a general precise three-moment equation is derived for such girders by including the effect of shearing strain energy in addition to that of flexural strain energy.
10.14359/17242
SP23-20
Shu-T'ien Li and Rex V. Blackwell
To develop a heretofore unexplored frontier in concrete deck slab analysis under vehicular loading, this work presents yield mechanisms and formulations for simultaneous positive and negative ultimate moments in high-bridge continuous concrete deck slabs.
10.14359/17243
SP23-21
S.U. Pillai and S.D. Lash
A method based on plastic theory and including torsional resistance is described for estimating the ultimate load of medium-span reinforced concrete grid and slab bridges.
10.14359/17244
SP23-22
Noel J. Everard
A general theoretical method is presented which provides such continuity that Ultimate Strength Design and Service Load Investigations may both be undertaken using identically the same general equations.
10.14359/17245
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