Finite element model for predicting stiffness of metal-plate-connected tension-splice and heel joints of wood trusses.

Código QR

Finite element model for predicting stiffness of metal-plate-connected tension-splice and heel joints of wood trusses.

Detalles Bibliográficos
Autor principal:	Cabrero, J. M.
Otros Autores:	Gebremedhin, K. G.
Formato:	Artículo
Lenguaje:	Spanish
Materias:	Empalmes Artículos de revista

Ejemplares similares

BEHAVIOR OF METAL PLATE CONNECTED WOOD TRUSS JOINTS WIND AND IMPACT LOADS.
por: GUPTA, RAKESH

MOMENT CAPACITY OF METAL-PLATE-CONNECTED JOINTS IN FURNITURE GRADE PINE PLYWOOD.
por: JILEI ZHANG

Exploratory study of truss heel joints constructed with round mortise and tenon joints.
por: Eckelman, C.

A THREE DIMENSIONAL FRICTIONAL STRESS ANALYSIS OF DOUBLE SHEAR BOLTED WOOD JOINTS ; ROBERT E. ROWLANDS.
por: JU, SHE HAW

Recommended procedures for development and splicing of post-installed bonded reinforcing bars in boncrete structures /
por: Charney, Finley A.

INFLUENCE OF SPECIFIC GRAVITY ON EMBEDMENT GAPS IN METAL-PLATE-CONNECTED TRUSS JOINTS; BRIAN K. VIA ... [ET AL.].

Polypropylene piping alternative fits nashville hotel installation to a tee.

RAPID PREDICTION OF WOOD STIFFNESS FROM MICROFIBRIL ANGLE AND DENSITY.
por: EVANS, ROBERT ; ILIC, JUGO

SHEAR FORCE AND BENDING MOMENT CAPACITIES OF JOINTS CONSTRUCTED WITH GLUED CORNER BLOCKS.
por: KASAL, A.

Shearwalls and boundary elements.
por: Malik, Javed B.

Detailing corner RFIs 09-3, 09-4, and 09-5.

Exploratory study of small timber trusses constructed with through - bolt and cross - pipe heel connectors.
por: Eckelman, C. A.

Finite element analysis of plane frames and trusses
por: Schwalbe, Jack W.
Publicado: (1989)

Bending fatigue life of metal-plate-connected joints in furniture-grade pine plywood.
por: Zhang, Jilei

Nudos ayustes falcaceados
por: Sondheim, Erich.
Publicado: (1998)

Angle to the grain embedding strength concerning dowel type fasteners.
por: Bleron, L.

BENDING STRENGTH OF GUSSET-PLATE JOINTS CONSTRUCTED OF WOOD COMPOSITES.
por: JILEI ZHANG ; LYON, DUANE E. ; QUIN, FRANKLIN

EFFECT OF SHOULDERS ON BENDING MOMENT CAPACITY OF ROUND MORTISE AND TENON JOINTS.
por: ECKELMAN, CARL

Head over heels /
por: Bugnon, Alex, et al.
Publicado: (1990)

Use of small thinning logs in a round-wood trussed bridge.
por: Yeh, Min-chyuan

Alternative splicing and disease /
Publicado: (2006)

Stiff /
por: Hughes, Steve
Publicado: (2018)

MOMENT CAPACITY OF TRADITIONAL AND ALTERNATIVE T-TYPE END-TO-SIDE-GRAIN FURNITURE JOINTS.
por: EFE, HASAN

Mechanical connections in wood structures /
Publicado: (1996)

Guide for lap splice and development length of high relative rib area reinforcing bars in tension and commentary /
Publicado: (2009)

Arterial stiffness : Implications and interventions.

Arterial stiffness : implications and interventions /
por: Fleenor, Bradley S.
Publicado: (2015)

Nailed mortised-plate connections for small-diameter round timber.
por: Shim, Kug-Bo

WITHDRAWAL, SHEAR, AND BENDING MOMENT CAPACITIES OF ROUND MORTISE AND TENON TIMBER FRAMING JOINTS.
por: AKCAY, HUSEYIN

Auditoria pública: auditoria especial al proceso de contrataciones en el Ministerio de Transporte e Infraestructura
por: Ortega Gutiérrez, Eveling del Rosario | Torres José Antonio, - | Galeano Murillo, Alex Enoc Torres José Antonio -
Publicado: (2010)

Spliceosomal Pre-mRNA Splicing : Methods and Protocols /
Publicado: (2014)

Design guide for connections in precast jointed systems /
Publicado: (2013)

Of cigarettes, high heels, and other interesting things : an introduction to semiotics /
por: Danesi, Marcel 1946-, et al.
Publicado: (1999)

Of cigarettes, high heels, and other interesting things : an introduction to semiotics /
por: Danesi, Marcel 1946-, et al.
Publicado: (2008)

Post-tensioned slab-column connections.
por: Kang, Thomas H.

Plating of plastics with metals /
por: McDermott, John, et al.
Publicado: (1974)

Solder Joint Reliability Prediction for Multiple Environments
por: Perkins, Andrew E., et al.
Publicado: (2009)

In - forest assessment of veneer grade Douglas - fir logs based on acoustic measurement of wood stiffness.
por: Dzhamal Amishev y Glen E. Murphy

Predicting runoff and sediment yield from a stiff - stemmed grass hedge system for a small watershed.
por: Rachman, A.

T-BRACE DESIGN FOR MPC WOOD TRUSS WEBS; DEEPAK SHRESTHA, DONALD A. BENDER, FRANK E. WOESTE.
por: SHRESTHA, DEEPAK