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18 records – page 1 of 2.

Assessment of accuracy of species-temperature correction tables for resistance-type moisture meters

https://library.fpinnovations.ca/en/permalink/fpipub744
Author
Mackay, J.F.Graham
Date
May 1984
Edition
37057
Material Type
Research report
Field
Wood Manufacturing & Digitalization
f o r moisture content, lumber had t o be overdried r e s u l t i n g i n unnecessary extension
Author
Mackay, J.F.Graham
Date
May 1984
Edition
37057
Material Type
Research report
Physical Description
10 p.
Sector
Wood Products
Field
Wood Manufacturing & Digitalization
Research Area
Advanced Wood Manufacturing
Subject
Moisture content
Lumber drying
Series Number
W-267
Location
Vancouver, British Columbia
Language
English
Abstract
Moisture determination, Electrical
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Caractéristiques cruciales de la biomasse pour les applications les plus courantes en bioénergie et biocarburants

https://library.fpinnovations.ca/en/permalink/fpipub3102
Author
Marinescu, Marian
Date
September 2013
Edition
39759
Material Type
Research report
Field
Bioproducts
PDF
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Author
Marinescu, Marian
Date
September 2013
Edition
39759
Material Type
Research report
Physical Description
12 p.
Sector
Forest Operations
Field
Bioproducts
Research Area
Building Systems
Subject
Biomass
Bioenergy
Moisture content
Physical properties
Advantage
Series Number
Avantage ; Vol. 14, No. 3
Language
French
ISSN
14933381
Abstract
Le présent document décrit les caractéristiques cruciales de la biomasse comme le format et la taille, la teneur en dumidité, la densité apparente, la teneur en feuillage/écorce, la contamination, la teneur en cendres, en lignine, en dydratesde carbone et en produitsd'extraction ainsi que la valeur calorifique pour les applications les plus courantes de production de bioénergie et de biocarburants : combustions directe, gazéification, pyrolyse, torréfacgtion, fermentation et densification. Le document est distiné aux professionnels de la foresterie, de la transformation du bois, des pâtes et papiers et de la biomasse qui cherchent de l'information de base sur ces caractéristiques essentielles.
PDF
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Critical biomass attributes of the most common bioenergy and biofuel applications

https://library.fpinnovations.ca/en/permalink/fpipub39735
Author
Marinescu, Marian
Date
September 2013
Material Type
Research report
Field
Bioproducts
PDF
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common bioenergy and biofuel applications Keywords Biomass, Biofuel, Bioenergy, Moisture content
Author
Marinescu, Marian
Date
September 2013
Material Type
Research report
Physical Description
12 p.
Sector
Forest Operations
Field
Bioproducts
Research Area
Building Systems
Subject
Biomass
Bioenergy
Moisture content
Physical properties
Advantage
Series Number
Advantage ; Vol. 14, No. 3
Language
English
ISSN
14933381
Abstract
This primer presents critical attributes such as format and size; moisture content; bulk density; foliage/bark content; contamination; ash, lignin, carbohydrate, and extractive contents; and calorific value of the most common bioenergy and biofuel applications; direct combustion, gasification, pyrolysis, torrefaction, fermentation, and densification. The primer is aimed at forestry, wood processing, pulp and paper, and biomass professionals who are interested in basic information about these critical attributes.
PDF
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Design example : designing for openings in wood diaphragm

https://library.fpinnovations.ca/en/permalink/fpipub6030
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Date
October 2013
Edition
42999
Material Type
Research report
Field
Sustainable Construction
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Contributor
Canadian Wood Council
Date
October 2013
Edition
42999
Material Type
Research report
Physical Description
36 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Series Number
W-3080
Language
English
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Design example : design of stacked multi-storey wood-based shear walls using a mechanics-based approach

https://library.fpinnovations.ca/en/permalink/fpipub6034
Author
Newfield, G.
Ni, Chun
Wang, Jasmine
Date
October 2013
Edition
43003
Material Type
Research report
Field
Sustainable Construction
Author
Newfield, G.
Ni, Chun
Wang, Jasmine
Contributor
Canadian Wood Council
Date
October 2013
Edition
43003
Material Type
Research report
Physical Description
19 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Walls
Series Number
W-3084
Language
English
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Design example : wood diaphragm on reinforced CMU shearwalls

https://library.fpinnovations.ca/en/permalink/fpipub6029
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Date
October 2013
Edition
42998
Material Type
Research report
Field
Sustainable Construction
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Contributor
Canadian Wood Council
Date
October 2013
Edition
42998
Material Type
Research report
Physical Description
20 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Walls
Series Number
W-3079
Language
English
Abstract
N/A
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Design example : wood diaphragm using envelope method

https://library.fpinnovations.ca/en/permalink/fpipub6031
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Date
October 2013
Edition
43000
Material Type
Research report
Field
Sustainable Construction
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Contributor
Canadian Wood Council
Date
October 2013
Edition
43000
Material Type
Research report
Physical Description
14 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Series Number
W-3081
Language
English
Abstract
N/A
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Diaphragm flexibility

https://library.fpinnovations.ca/en/permalink/fpipub6028
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Date
October 2013
Edition
42997
Material Type
Research report
Field
Sustainable Construction
Author
Neylon, B.
Wang, Jasmine
Ni, Chun
Contributor
Canadian Wood Council
Date
October 2013
Edition
42997
Material Type
Research report
Physical Description
7 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Walls
Series Number
W-3078
Language
English
Abstract
Diaphragms are essential to transfer lateral forces in the plane of the diaphragms to supporting shear walls underneath. As the distribution of lateral force to shear walls is dependent on the relative stiffness/flexibility of diaphragm to the shear walls, it is critical to know the stiffness of both diaphragm and shear walls, so that appropriate lateral force applied on shear walls can be assigned. In design, diaphragms can be treated as flexible, rigid or semi-rigid. For a diaphragm that is designated as flexible, the in-plane forces can be assumed to be distributed to the shear walls according to the tributary areas associated with each shear wall. For a diaphragm that is designated as rigid, the loads are assumed to be distributed according to the relative stiffness of the shear walls, with consideration of additional shear force due to torsion for seismic design. In reality, diaphragm is neither purely flexible nor completely rigid, and is more realistically to be treated as semi-rigid. In this case, computer analysis using either plate or diagonal strut elements can be used and the load-deflection properties of the diaphragm will result in force distribution somewhere between the flexible and rigid models. However, alternatively envelope approach which takes the highest forces from rigid and flexible assumptions can be used as a conservative estimation in lieu of computer analysis.
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Essai d'un humidimètre NIR pour mesurer la teneur en humidité de bois feuillu

https://library.fpinnovations.ca/en/permalink/fpipub5777
Author
Lavoie, Vincent
Lejeune, Claude
Tanguay, F.
Dupont, Danick
Ding, Feng
Date
March 2013
Edition
39752
Material Type
Research report
Field
Wood Manufacturing & Digitalization
Author
Lavoie, Vincent
Lejeune, Claude
Tanguay, F.
Dupont, Danick
Ding, Feng
Contributor
CRIQ
Date
March 2013
Edition
39752
Material Type
Research report
Physical Description
27 p.
Sector
Wood Products
Field
Wood Manufacturing & Digitalization
Research Area
Advanced Wood Manufacturing
Subject
Drying
Moisture content
Hardwoods
Location
Québec, Québec
Language
French
Abstract
Le mandat du projet consiste en la réalisation d’essais avec un équipement d’acquisition générique NIR (Near Infrared) dans le but de développer des modèles mathématiques pouvant être utilisés pour déterminer le taux d’humidité des planches de bois franc pour quatre essences : le chêne rouge, l’érable à sucre, le merisier et l’érable argenté. Une fois les modèles développés les objectifs plus spécifiques sont d’évaluer le niveau de précision de mesure de la teneur en humidité sur du bois parfaitement équilibré ainsi que déterminer les impacts sur les lectures provenant des facteurs suivants : l’essence, la densité, la qualité de surface, la température du bois, le gradient de teneur en humidité ainsi que la vitesse de passage des planches. Finalement, des essais doivent être réalisés sur du bois provenant directement de l’industrie et n’ayant subi aucun traitement d’équilibrage en laboratoire pour connaître le niveau de précision de lecture dans ces conditions.
MOISTURE METERS
HARDWOODS
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Linear dynamic analysis for wood-based shear walls & podium structures : Part 1 : Developing input parameters for linear dynamic analysis

https://library.fpinnovations.ca/en/permalink/fpipub6032
Author
Newfield, G.
Ni, Chun
Wang, Jasmine
Date
October 2013
Edition
43001
Material Type
Research report
Field
Sustainable Construction
shrinkage due to change of moisture content can cause gaps in the anchorage system which can lead
Author
Newfield, G.
Ni, Chun
Wang, Jasmine
Contributor
Canadian Wood Council
Date
October 2013
Edition
43001
Material Type
Research report
Physical Description
14 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Building construction
Residential construction
Design
Moisture content
Walls
Series Number
W-3082
Language
English
Abstract
Utilizing Linear Dynamic Analysis (LDA) for designing steel and concrete structures has been common practice over the last 25 years. Once preliminary member sizes have been determined for either steel or concrete, building a model for LDA is generally easy as the member sizes and appropriate stiffness can be easily input into any analysis program. However, performing an LDA for a conventional wood-frame structure has been, until recently, essentially non-existent in practice. The biggest challenge is that the stiffness properties required to perform an LDA for a wood-based system are not as easily determined as they are for concrete or steel structures. This is mostly due to the complexities associated with determining the initial parameters required to perform the analysis. With the height limit for combustible construction limited to four stories under the National Building Code of Canada, it was uncommon for designers to perform detailed analysis to determine the stiffness of shear walls, distribution of forces, deflections, and inter-storey drifts. It was only in rare situations where one may have opted to check building deflections. With the recent change in allowable building heights for combustible buildings from four to six storeys under an amendment to the 2006 BC Building Code, it has become even more important that designers consider more sophisticated methods for the analysis and design of wood-based shear walls. As height limits increase, engineers should also be more concerned with the assumptions made in determining the relative stiffness of walls, distribution of forces, deflections, and inter-storey drifts to ensure that a building is properly detailed to meet the minimum Code objectives. Although the use of LDA has not been common practice, the more rigorous analysis, as demonstrated in the APEGBC bulletin on 5- and 6-storey wood-frame residential building projects (APEGBC 2011), could be considered the next step which allows one to perform an LDA. This fact sheet provides a method to assist designers who may want to consider an LDA for analyzing wood-frame structures. It is important to note that while LDA may provide useful information as well as streamline the design of wood-frame structures, it most often will not be necessary. However, designers may consider using LDA for the following reasons:
Consider the effect of higher mode participation on force distributions and deflections.
Better determine building deflections and floor drifts.
Allow for three-dimensional modelling.
Reduce the minimum Code torsional effect required under the equivalent static design.
Better consider the effect of podium structures (vertical changes in RdRo).
Compare the stiffness of various shear wall systems where mixed systems are used.
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18 records – page 1 of 2.