Behavior of self-consolidating rubberized concrete beam-column joints /

Código QR

Behavior of self-consolidating rubberized concrete beam-column joints /

Detalles Bibliográficos
Autor principal:	Ganesan, N.
Otros Autores:	Raj, Bharati, Shashikata, A. P.
Formato:	Artículo
Lenguaje:	English
Materias:	Hormigón Uniones > Vigas > Columnas Fibras de acero Caucho triturado Concreto Análisis Pruebas Materiales de construcción Artículos de revista

Ejemplares similares

Seismic behavior of hybrid concrete beam-column connections with composite beams and cast-in-place columns /
por: Xue, Weichen

ECCENTRIC BEAM COLUMN CONNECTIONS.
por: LAFAVE, JAMES M.

Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario /
por: Qian, Kai

Strengthening and repair of reinforced concrete beams using external steel plates /

Behavior of concentrically loaded fiber-reinforced polymer polymer reinforced concrete columns with varying reinforcement types and ratios /
por: Tobbi, Hany

Strength modeling of concrete deep beams reinforced with internal fiber-reinforced polymer /
por: Andermatt, Matthias F.

Ground motion duration effects on hysteretic behavior of reinforced concrete bridge columns /

Numerical analysis of beams and column structures /
por: Gooden, William G.
Publicado: (1965)

Seismic behavior of reinforced concrete columns with light transverse reinforcement under different lateral loading directions /
por: Thanh Phuong Pham

Fatigue life of prestressed concrete beams /
Publicado: (1970)

Fatigue life of prestressed concrete beams /
Publicado: (1970)

Self-consolidating concrete /
Publicado: (2007)

Non-iterative moment capacity equation for reinforced concrete beams with external post-tensioning /
por: Swoo-Heon Lee

Experimental Seismic Performance of Beam-Column Subassemblies Using Ductile Embeds /

Seismic behavior of high-strength concrete structural walls with edge columns /
por: Liang, Xingwen

Composite special moment frames : wide flange beam to concrete-filled steel column connections /
Publicado: (2020)

Reinforced concrete : Mechanics and design /
por: Wight, James K.
Publicado: (2009)

Reliability analysis of RC beams exposed to fire /
por: Eamon, Christopher D.

Full-scale tests of slender concrete-filled tubes : interaction behavior /

Self-consolidation concrete : applying what we know /
por: Daczko, Joseph A.
Publicado: (2012)

Lateral response evaluation of old type reinforced concrete columns with smooth bars /

Plastic hinge length of corroded reinforced concrete beams /
por: Yu-Chen Ou

Rubber
Publicado: (1958)

Future use of high fiber volume in concrete.
por: Tepfers, Ralejls

Reliability analysis of concrete beams internally reinforced with fiber-reinforced polymer bars /
por: Zadeh, Hany Jawaheri

Behavior and design of concentrically loaded T-section steel columns /
por: Sena Cardoso, Francisco

Grade beam depth and dowel embedment.

Fiber-reinforced self-consolidating concrete : research and applications /
por: Aldea, Corina-Maria
Publicado: (2010)

Para Rubber
por: Camus, José S., et al.
Publicado: (1926)

Rubber : botany production, and utilization
por: Polhamus, Loren George 1895-, et al.
Publicado: (1962)

Ensayo del azul de metileno para determinar la influencia de los finos arcillosos en las arenas de trituración /
por: Palencia Samayoa, José Estuardo
Publicado: (1999)

Science and technology of rubber /
por: Mark, James E.
Publicado: (2005)

The Vanderbilt rubber handbook
Publicado: (1968)

Experimental study on compressive bond anchorage properties of 500 MPa steel bars in concrete /
por: Li, Hai-tao

On the effectiveness of steel fibers as shear reinforcement /
por: Minelli, Fausto

Construcciones Compuestas
por: Cook, John P.
Publicado: (1980)

Diseño básico de estructuras de acero /
por: Johnston, Bruce G.
Publicado: (1988)

Chemistry of natural and synthetic rubbers
por: Fisher, Harry Linn n. 1885, et al.
Publicado: (1957)

Custom FRP arch and column forms.
por: Brace, Eric

Dadatabase of shear tests for non-slender reinforced concrete beams without stirrups /
por: Reineck, Karl-Heinz