scholarly journals Fire Resistance of Large-Scale Cross-Laminated Timber Panels

2017 ◽  
Vol 95 (6) ◽  
pp. 062004
Author(s):  
Vladan Henek ◽  
Václav Venkrbec ◽  
Miloslav Novotný
2013 ◽  
Vol 139 (12) ◽  
pp. 04013018 ◽  
Author(s):  
Massimo Fragiacomo ◽  
Agnese Menis ◽  
Isaia Clemente ◽  
Giovanna Bochicchio ◽  
Ario Ceccotti

2019 ◽  
Vol 117 (4) ◽  
pp. 323-339
Author(s):  
Joshua H Petitmermet ◽  
Jeremy S Fried ◽  
John Sessions

Abstract Using an adaptation of Forest Inventory and Analysis’s BioSum framework, which models prospective management of forested landscapes using forest inventory data, we tested several fire-resistance-promoting restoration treatments, implemented with tethered cut-to-length harvest systems, for effectiveness and economic feasibility in the dry national forests of southern Oregon and northern California. Treatments elevated fire resistance on most forested area, primarily via increases in the separation of canopy and surface fuels and among tree crowns, and the most effective treatments could more than cover treatment cost with sales of wood in most stands. If, instead of disposal by burning at the landing, small-diameter wood was delivered to a biochar facility capable of paying US$50 per bone dry ton, this would increase the share of forest area on which treatment could break even from 61 percent to 67 percent, slightly more than the 66 achievable with a treatment subsidy of US$100 ac−1. Potential treatment area appears to be currently constrained by institutional capacity, not treatment effectiveness, economics, opportunity, or need. Even with the currently modest scale of management activity, sufficient biochar feedstock is available in the upper Klamath Basin to supply at least one large-scale biochar facility over the next 20 years.


2020 ◽  
Author(s):  
Felix Wiesner ◽  
Alastair Bartlett ◽  
Siyimane Mohaine ◽  
Fabienne Robert ◽  
Robert McNamee ◽  
...  

Author(s):  
Joerg Koppelhuber ◽  
Dieter Schlagbauer ◽  
Detlef Heck

Advancements of recently developed timber products such as cross laminated timber (CLT) and its increasing application in construction demand economical standardization and unification. Therefore cost calculation of solid wood building systems need to be established. Following the systematic analysis of operation procedures, a research project was carried to gain accurate data on effort and performance values for future cost calculations. The absence of specific literature on cost calculations of timber buildings leads to evaluations based on in-house knowledge without cross company references. So a data acquisition on labor costs and machinery expenses on site is required to obtain primary data and input parameters in the cost calculations. Because of the high grade of prefabrication of timber structures, labor costs are the leading influence parameters. The methodology according to the technique of REFA and the specific circumstances of the timber installation process were implemented into the analysis to generate an appropriate system for the examination of these new building systems. To create a feasible and applicable database of values performance factors and activity values have been examined on site, interpreted and edited for future cost calculation of cross laminated timber assembly works. This survey on site contributes another module in the lack of knowledge to optimize the construction management within the construction process of large scale timber buildings.


2008 ◽  
Vol 83 (3) ◽  
pp. 295-303 ◽  
Author(s):  
Jung-Seok Kim ◽  
Jong-Cheol Jeong ◽  
Se Hyun Cho ◽  
Sung-Il Seo

2019 ◽  
Vol 178 ◽  
pp. 12-23 ◽  
Author(s):  
Limin Lu ◽  
Junnan Qiu ◽  
Yong Yuan ◽  
Jin Tao ◽  
Haitao Yu ◽  
...  

2017 ◽  
Vol 91 ◽  
pp. 327-335 ◽  
Author(s):  
Richard Emberley ◽  
Carmen Gorska Putynska ◽  
Aaron Bolanos ◽  
Andrea Lucherini ◽  
Angela Solarte ◽  
...  

Author(s):  
Patrick Meyer ◽  
Peter Schaumann ◽  
Martin Mensinger ◽  
Suet Kwan Koh

In Germany, regulations for hollow spaces in slab systems require 30 minutes standard fire resistance of the load-bearing steel construction. Within a current national research project a natural fire scenario for the hollow space was developed based on realistic fire loads and ventilation conditions in the hollow space. Assuming this realistic fire scenario in the hollow space, two large scale tests on an innovative composite floor system were performed to evaluate the influence on the load bearing behaviour of the floor system. The integrated and sustainable composite floor system consists of a prestressed concrete slab, an unprotected, bisected hot rolled I-profile with composite dowels either in puzzle or clothoidal shape, and removable floor panels on the top of the I-profile. This floor system ensures the opportunity to adjust the technical building installations in accordance with the use of the building. This integrated and sustainable composite floor system was developed in several research projects. The standard fire resistance R90 for the fire scenario below the slab system has already been proven successfully. In this paper, experimental investigations regarding the heating and load bearing behaviour of the innovative composite floor system under the newly developed natural fire scenario of hollow spaces are presented. In doing so, the special test set-up to realise the fire tests for the fire scenario hollow space will be described in detail. After the fire scenario for the hollow space, the specimen was subjected to the ISO standard fire curve to establish the failure temperature of the unprotected I-profile. In addition to the temperature development and the load bearing behaviour inside the innovative floor during the heating phase, the cooling phase and the influence of a web opening on the load bearing behaviour will be discussed.


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