Governing Yield Modes for Common Bolted and Nailed Wood Connections
, 2000 Connections in wood structures are important when designing for ductility. The 1997 Uniform Building Code has taken this into consideration when designating wind and earthquake load duration factors for connections.
Fridley, Kenneth J +3 more
core +1 more source
Numerical modelling of steel-to-timber joints and connectors for CLT structures [PDF]
, 2016 The mechanical behaviour of steel-to-timber joints with annular-ringed shank nails is investigated using numerical modelling and a component approach. These joints are used in Cross-Laminated Timber (CLT) buildings to anchor metal connectors such as hold-
Fragiacomo, Massimo +3 more
core
Historic Archeological Investigations at Roberts Cemetery Near Troy, Bell County, Texas [PDF]
, 2014 A preliminary archeological investigation was conducted in 2008 at Roberts Cemetery near Troy, Texas, as part of the Texas Department of Transportation’s planned expansion of Interstate Highway 35.
Abbott, James T. +5 more
core +2 more sources
Lateral Resistance of Ring-shank Nail Connections in Southern Pine Lumber
, 1998 Ring-shank nails are used in engineered structures with lateral connection design values based on theoretically derived equations which were validated only for common nails.
Bender, D A +3 more
core +1 more source
Test Excavations at the Spanish Governor\u27s Palace, San Antonio, Texas [PDF]
, 1997 Test excavations were carried out in October 1996 by the Center for Archaeological Research of The University of Texas at San Antonio in front of the Spanish Governor\u27s Palace in Military Plaza in downtown San Antonio.
Fox, Anne A.
core +2 more sources
LRFD for Engineered Wood Structures - Connection Behavioral Equations
, 1993 A new design specification for engineered wood structures has been proposed in load and resistance factor design (LRFD) format. This paper provides an overview of the proposed LRFD connections design criteria.
McLain, Thomas E +3 more
core +1 more source
Finite Element Analysis of Multiple Bolted Connection between Composites and Metal Materials
, 2017 Two finite element models based on PATRAN/ NASTRAN are carried out to determine the nail load distribution of double lap structure with composites and metal materials.
Yu Fan, Y. Han
semanticscholar +1 more source
Robot-friendly connector [PDF]
, 1993 Robot friendly connectors, which, in one aspect, are truss joints with two parts, a receptacle and a joint, are presented. The joints have a head which is loosely inserted into the receptacle and is then tightened and aligned.
Parma, George F. +2 more
core +1 more source
Defining appropriate limit states for design of timber connections in Australia and New Zealand [PDF]
, 2007 Both Australia and New Zealand design standards for timber structures are in limit states format, but these are first generation soft conversions of previous working stress design standards. It is anticipated that development of a new combined Australian
Crews, K
core
Mechanical performance of composite bonded joints in the presence of localised process-induced zero-thickness defects [PDF]
, 2018 Processing parameters and environmental conditions can introduce variation into the performance of adhesively bonded joints. The effect of such variation on the mechanical performance of the joints is not well understood.
Addepalli, S. +4 more
core +2 more sources