Keywords: RIGID
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles

PRESTRESSED BOLTING IN PRECAST CONCRETE BEAM-COLUMN CONNECTION.

A HANAOR, A BEN ARROYO, A B ARROYO
Journal: Proceedings of the Institution of Civil Engineers - Structures and Buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (2): 144–153.
https://doi.org/10.1680/istbu.1998.30121
Published: 01 May 1998
... and speed of erection as the principal objectives. The proposed method is based on steel construction technology using end-plate highstrength bolting, and takes into account the low tolerance and low ductility characteristics of concrete. Rigid and semi-rigid joints were tested and showed ductile response...
View article titled, PRESTRESSED BOLTING IN PRECAST CONCRETE BEAM-COLUMN CONNECTION.
Open the PDF for PRESTRESSED BOLTING IN PRECAST CONCRETE BEAM-COLUMN CONNECTION. in another window
Add to Citation Manager for PRESTRESSED BOLTING IN PRECAST CONCRETE BEAM-COLUMN CONNECTION.
Journal Articles

THE DEVELOPMENT OF CONCRETE BRIDGES IN THE BRITISH ISLES PRIOR TO 1940.

M M CHRIMES
Journal: Proceedings of the Institution of Civil Engineers - Structures and Buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (3): 404–431.
https://doi.org/10.1680/istbu.1996.28751
Published: 01 August 1996
...-141. 103. VON EMPERGFE.RHandbuchfur Eisenbetonbau, Vol. 3, Part 3: Bruckenbau. Ernst, Berlin, 1908. 104. SMITHE. C. Influence line diagrams for portal girder bridges. Struct. Engr,1934, 12, 27-40. [Refers to manyMouchel designs. Bottesford Bridge (1910) was a very rigid structure.Ferroconcrete, 1910...
View article titled, THE DEVELOPMENT OF CONCRETE BRIDGES IN THE BRITISH ISLES PRIOR TO 1940.
Open the PDF for THE DEVELOPMENT OF CONCRETE BRIDGES IN THE BRITISH ISLES PRIOR TO 1940. in another window
Add to Citation Manager for THE DEVELOPMENT OF CONCRETE BRIDGES IN THE BRITISH ISLES PRIOR TO 1940.
Journal Articles

VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES.

B BOSE, A F HUGHES
Journal: Proceedings of the Institution of Civil Engineers - Structures and Buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 441–457.
https://doi.org/10.1680/istbu.1995.28061
Published: 01 November 1995
... ROTATION CURVES STRENGTH RESISTANCE MODES FAILURES RIGID RIGIDITY ROTATIONAL STIFFNESS PREDICTION BEAMS DEPTH Verifying the performancoef standard ductile connections for Proc. lnstn Civ. Engrs Structs & Bldgs. 1995,110, Nov., 441-451 semi-continuous steel frames B. Bose,BSc(Eng),PhD, CEng...
View article titled, VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES.
Open the PDF for VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES. in another window
Add to Citation Manager for VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES.
Journal Articles

A SIMPLY SUPPORTED IMPERFECT COLUMN WITH A TRANSVERSE ELASTIC RESTRAINT AT ANY POSITION. PART 1: BEHAVIOUR. (WINNER OF 1993 BILL CURTIN MEDAL).

G S STANWAY, J C CHAPMAN, P J DOWLING, W G CURTIN
Journal: Proceedings of the Institution of Civil Engineers - Structures and Buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (2): 205–216.
https://doi.org/10.1680/istbu.1992.18789
Published: 01 May 1992
...G S STANWAY; J C CHAPMAN; P J DOWLING; W G CURTIN © Thomas Telford and ICE 1992 IMPERIAL COLLEGE SIMPLE SUPPORTED IMPERFECT COLUMNS TRANSVERSE ELASTIC RESTRAINT BEHAVIOUR FLEXURE FORCES BUCKLING NON LINEAR ELASTOPLASTIC FINITE ELEMENTS RESTRAINED RIGID PLASTIC...
View article titled, A SIMPLY SUPPORTED IMPERFECT COLUMN WITH A TRANSVERSE ELASTIC RESTRAINT AT ANY POSITION. PART 1: BEHAVIOUR. (WINNER OF 1993 BILL CURTIN MEDAL).
Open the PDF for A SIMPLY SUPPORTED IMPERFECT COLUMN WITH A TRANSVERSE ELASTIC RESTRAINT AT ANY POSITION. PART 1: BEHAVIOUR. (WINNER OF 1993 BILL CURTIN MEDAL). in another window
Add to Citation Manager for A SIMPLY SUPPORTED IMPERFECT COLUMN WITH A TRANSVERSE ELASTIC RESTRAINT AT ANY POSITION. PART 1: BEHAVIOUR. (WINNER OF 1993 BILL CURTIN MEDAL).
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal