Found 4420 links matching your search criteria
Vibration serviceability performance of timber floors
https://doi.org/10.1007/s00107-015-0976-z... [Vibration/Acoustic Performance] [Journal Article] 2015
J. Weckendorf, T. Toratti, I. Smith, T. Tannert
Vibration serviceability of timber floors is becoming increasingly relevant due to their increased long-span applications in pure timber and hybrid structures. As a serviceability limit state, the check of acceptable floor vibrations is part of some current timber design standards. However, a universal agreement on acceptance levels and design procedures has not been achieved. This paper gives an overview of traditional and recent design approaches for floor vibrations, with those approaches int...
Head Office Desjardins, Caisse of West Mauricie
http://www.douglasconsultants.ca/en/prj-56-head-of... [Case Study/Projects] [Web Page]
Douglas Consultants
The construction of the building for the Head Office of the Caisse Desjardins for West Mauricie in Louiseville. This project was realised in the context of Sustainable Development with LEED certification, making timber the natural choice for the above-ground structure. Prefabricated prestressed hollow-core concrete panels were used for the ground floor, over the basement. We also developed a unique hybrid structural system for the floor beams, using wood, steel and concrete in combination, to ...
Brock Commons - UBC s 18-storey wooden tower, installs final wood panel
http://www.woodworkingnetwork.com/video/brock-comm... [Case Study/Projects] [Magazine/Newspaper Article] 2016
Bill Esler
The final panel was laid on Brock Commons Phase 1, an 18-storey mass timber hybrid residence under construction at the University of British Columbia (UBC). The building will be comprised of 17 storeys of mass timber construction above one storey of concrete and two concrete stair cores. The floor structure will consist of 5-ply cross laminated timber (CLT) panels supported on glue laminated timber (glulam) columns. The roof will be made of prefabricated sections of steel beams and metal decki...
Puusillat
https://www.puuinfo.fi/puutieto/puusillat... [General Information] [Web Page]
PUUInfo
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Suunnittelutyökalut
https://www.puuinfo.fi/suunnitteluty%C3%B6kalut... [General Information] [Web Page]
PUUInfo
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Puupäivä 2.11.2018
https://www.puuinfo.fi/toiminta-palvelut/puup%C3%A... [General Information] [Web Page] 2018
PUUInfo
Valtakunnallinen Puupäivä kokoaa yhteen satoja teollisuuden ja kaupan sekä kunta- ja rakennusalan ammattilaisia ja päättäjiä. Päivän aikana on useita korkean tason seminaareja muun muassa puuarkkitehtuurista, rakennnustekniikasta ja puurakentamisesta....
Uusia innovaatioita puurakentamisen materiaaleihin
https://www.puuinfo.fi/tiedote/uusia-innovaatioita... [General Information] [Magazine/Newspaper Article] 2018
PUUInfo
FPInnovations on kanadalainen valtion, teollisuuden ja yliopistojen ylläpitämä metsä- ja puutuotealan tutkimusverkosto, joka tuottaa tieteellistä tutkimusta innovatiivisten tuotteiden ja ratkaisujen kehittämiseen. Verkosto tukee Kanadan metsäsektorin kilpailukykyä ja vastaa alan teollisuuden tuotekehitystarpeisiin. Verkostossa työskentelee yli 500 henkilöä ja sillä on tutkimuslaboratorioita Montrealissa, Quebecissä ja Vancouverissa sekä toimistoja eri puolilla Kanadaa....
Awareness, perceptions and willingness to adopt Cross-Laminated Timber by the architecture community in the United States
https://experts.umn.edu/en/publications/awareness-... [Markets] [Journal Article] 2015
Maria Fernanda Laguard Mallo, Omar Espinoza
Cross-Laminated Timber is an engineered wood-based product, developed in Europe in the early 1990s. Cross-Laminated Timber is made of multiple layers of wood boards, which are oriented perpendicular to the adjacent layers. Cross Laminated Timber is a promising construction technology that represents an opportunity to use low-value timber from small diameter and insect-infested forest resources, for a high value-added application, which contributes to better use our forest resources. While Cross-...
Glue Laminated Timber Archives
http://www.structurlam.com/whats-new/tag/glue-lami... [General Information] [Others]
StructurLam
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Can the WFCM be used to design for wind Exposure D?
http://awc.org/faqs/awc-standards/wfcm/can-the-wfc... [Standards/Building code] [Web Page]
American Wood Council
The scope of the WFCM in Chapter 1 states it can be used for exposures B, C, and D, however, chapter 3 limits the scope for the prescriptive chapter to Exposures B and C. If you need to design for Exposure D, you will need to do it per WFCM Chapter 2 in accordance with appropriate table footnotes....
What is the difference between the envelope procedure and directional procedure and which approach is used in the WFCM?
http://awc.org/faqs/awc-standards/wfcm/what-is-the... [Standards/Building code] [Web Page]
American Wood Council
The WFCM uses the envelope procedure, which is a simplified method where GCpf values are developed to provide maximum structural actions from boundary level wind tunnel tests of low-rise buildings meeting certain limitations. The directional procedure uses GCp values that are based on general aerodynamic theory and is more generally applicable to all buildings....
Rocking Timber Structure with Slip-Friction Connectors Conceptualized As a Plast
https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29... [Connectors] [Journal Article] 2016
Wei Y. Loo, Pierre Quenneville, Nawawi Chouw
Recent experiments on a 2.44×2.44  m rigid timber wall panel with slip-friction connectors have demonstrated the feasibility of enabling elastoplastic behavior in structures that would otherwise be essentially rigid. The slip-friction connectors are adopted as the hold-downs that anchor the ends of the wall to the foundation. These replace the traditionally used steel bracket hold-downs, which relied on inelastic damage to the screw or nail connections for energy dissipation. Overturning resista...
Karisman liikekeskus, Lahti
https://www.puuinfo.fi/articles/karisman-liikekesk... [Other] [Web Page] 2011
PUUInfo
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Fire Resistance Performance Evaluation of a Penetration Firestop System Tested in Acccordance with ASTM E814-13A, Standard Test Method for Fire Tests of Penetration Firestop Systems
http://www.awc.org/pdf/awc/AWC-E814_Penetration_Fi... [Fire Performance] [Report] 2015
Southwest Research Institute
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New Canadian Design Provisions for CLT in CSA O86
http://atlanticwoodworks.ca/wp-content/uploads/201... [Markets] [Presentation] 2017
M. Mohammad
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Fire & Safety Risk Posed by Large Wood Frame Residential Buildings
http://atlanticwoodworks.ca/wp-content/uploads/201... [Fire Performance] [Presentation] 2014
Len Garis, Joe Clare
What are the concerns and how can we mitigate....
6-Storey Residential Buildings: Combustible Construction
http://atlanticwoodworks.ca/wp-content/uploads/201... [Fire Performance] [Presentation] 2014
Atlantic WoodWorks
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Designing Mass Timber Schools in Calgary
http://atlanticwoodworks.ca/wp-content/uploads/201... [Markets] [Presentation] 2017
Reid Costley
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Nail-Laminated Timber: Something Old, Something New
http://atlanticwoodworks.ca/wp-content/uploads/201... [Markets] [Presentation] 2014
Brian Woudstra
The session will provide a general overview into mass timber construction, looking at the application of multiple engineered wood products as well as the particular use of NLT in the construction of North America’s largest modern wooden structure - T3 Minneapolis, the next generation timber office building. Also discussed will be North America’s newest mast timber product, Dowel Laminated Timber (DLT): the only All-Wood mass timber product which can be used as pre-fabricated floor, wall, and roo...
Mid-Rise Buildings & Fire Safety During Construction
http://atlanticwoodworks.ca/wp-content/uploads/201... [Fire Performance] [Presentation] 2017
Canadian Wood Council
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