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13 records – page 1 of 2.

Analysis of Military Protective Structures: A Framework for Quantifying Cost-Benefit of Existing and New Protective Systems

https://research.thinkwood.com/en/permalink/catalogue1432
Year of Publication
2018
Topic
Design and Systems
Cost
Material
CLT (Cross-Laminated Timber)
Author
Crofoot, Henry
Organization
Colorado School of Mines
Year of Publication
2018
Format
Thesis
Material
CLT (Cross-Laminated Timber)
Topic
Design and Systems
Cost
Keywords
Protection
Military
Research Status
Complete
Summary
The United States military is constantly evolving into an organization equipped by the latest technology and seeking the greatest protection per cost ratio for its members in harm’s way. While new protection methods are steadily produced by the Engineering Research and Development Command, most protective structure options fall into either very expensive or very labor-intensive structures with widely varying degrees of reusability and transportability. Furthermore, there is currently no widely accepted quantitative approach to help the decision-making process when choosing which system to use in a specific condition. This study will seek to create a framework which can be used to aid the decision-making process based on quantitative calculation of cost benefit of various protective systems. The framework will encompass resource metrics of man-hours, machine hours, and monetary cost. The calculations and assessments will also be affected by quantitative evaluations of military situations which can increase or decrease each value of resource metric. This study will also investigate the potential of using a mass timber product, namely Cross Laminated Timber (CLT) panels, as a protective structure that may be useful in certain military situations. While not designed to replace other systems, it is another option for military commanders and staffs to consider when choosing the most efficient and economical protection method for their soldiers.
Online Access
Free
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Carbon Impact and Cost of Mass Timber Beam–Column Gravity Systems

https://research.thinkwood.com/en/permalink/catalogue2883
Year of Publication
2021
Topic
Environmental Impact
Application
Frames
Author
Chaggaris, Rachel
Pei, Shiling
Kingsley, Greg
Feitel, Alexis
Organization
Colorado School of Mines
Editor
Ganguly, Indroneil
Publisher
MDPI
Year of Publication
2021
Format
Journal Article
Application
Frames
Topic
Environmental Impact
Keywords
IBC
Tall Wood Buildings
Gravity Framing System
Embodied Carbon
Mass Timber
Biogenic Carbon
Research Status
Complete
Series
Sustainability
Summary
The need to lower the embodied carbon impact of the built environment and sequester carbon over the life of buildings has spurred the growth of mass timber building construction, leading to the introduction of new building types (Types IV-A, B, and C) in the 2021 International Building Code (IBC). The achievement of sustainability goals has been hindered by the perceived first cost assessment of mass timber systems. Optimizing cost is an urgent prerequisite to embodied carbon reduction. Due to a high level of prefabrication and reduction in field labor, the mass timber material volume constitutes a larger portion of total project cost when compared to buildings with traditional materials. In this study, the dollar cost, carbon emitted, and carbon sequestered of mass timber beam–column gravity system solutions with different design configurations was studied. Design parameters studied in this sensitivity analysis included viable building types, column grid dimension, and building height. A scenario study was conducted to estimate the economic viability of tall wood buildings with respect to land costs. It is concluded that, while Type III building designations are the most economical for lower building heights, the newly introduced Type IV subcategories remain competitive for taller structures while providing a potentially significant embodied carbon benefit.
Online Access
Free
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Characterizing and Quantifying Environmental and Economic Benefits of Cross Laminated Timber Buildings across the U.S.

https://research.thinkwood.com/en/permalink/catalogue2564
Topic
Cost
Energy Performance
Material
CLT (Cross-Laminated Timber)
Application
Building Envelope
Organization
Colorado School of Mines
Material
CLT (Cross-Laminated Timber)
Application
Building Envelope
Topic
Cost
Energy Performance
Keywords
Numerical Analysis
Whole Building Energy Model
Building Envelope
Monitoring
Commercial Buildings
Research Status
In Progress
Notes
Project contact is Paulo Tabares at the Colorado School of Mines
Summary
Cross Laminated Timber (CLT) is a mass timber material that has the potential to expand the wood building market in the U.S. However, new sustainable building technologies need extensive field and numerical validation quantifying environmental and economic benefits of using CLT as a sustainable building material so it can be broadly adopted in the building community. These benefits will also be projected nationwide across the United States once state-of-the-art software is validated and will include showcasing and documenting synergies between multiple technologies in the building envelope and heating, ventilation and air conditioning (HVAC) systems. However, there are no such studies for CLT. The objective of this project is to quantify and showcase environmental and economic benefits of CLT as a sustainable building material in actual (and simulated) commercial buildings across the entire United States by doing: (1) on-site monitoring of at least four CLT buildings, (2) whole building energy model validation, (3) optimization of the performance and design for CLT buildings and (4) comparison with traditional building envelopes. This knowledge gap needs to be filled to position CLT on competitive grounds with steel and concrete and is the motivation for this study.
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Construction and Seismic Testing of a Resilient Two-Story Mass Timber Structure with Cross Laminated Rocking Walls

https://research.thinkwood.com/en/permalink/catalogue2223
Year of Publication
2018
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

Design and Behavior of a Mid-Rise Cross-Laminated Timber Building

https://research.thinkwood.com/en/permalink/catalogue242
Year of Publication
2012
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Lenon, Conor
Organization
Colorado School of Mines
Year of Publication
2012
Format
Thesis
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Finite Element Model
Shake Table Test
Full Scale
Moment Resistance
Research Status
Complete
Summary
Cross-Laminated Timber (CLT) is a new engineered wood material that was introduced in the past decade as a promising candidate to build structures over 10 stories. So far, a handful of tall CLT buildings have been built in low seismic regions around the world. Full-scaled seismic shaking table tests revealed the vulnerability of this building type when resisting seismically-induced overturning. This study proposes a new analysis and design approach for developing overturning resistance for platform CLT buildings. New structural detailing is proposed to alter the moment-resisting mechanism and ...
Online Access
Free
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Expanding the Cross-Laminated Timber Market through Building Moisture Monitoring and Improved Modeling

https://research.thinkwood.com/en/permalink/catalogue2269
Topic
Moisture
Material
CLT (Cross-Laminated Timber)
Organization
Colorado School of Mines
Forest Products Laboratory
Material
CLT (Cross-Laminated Timber)
Topic
Moisture
Keywords
Moisture Performance
Moisture Content
Mass Timber
Research Status
In Progress
Notes
Project contacts are Shiling Pei at the Colorado School of Mines and Samuel L. Zelinka at the Forest Products Laboratory
Summary
This project will generate three benchmark data sets for multistory CLT building moisture performance in different climate zones. Data will include moisture contents at key wood components and high moisture risk locations throughout the buildings. A relatively simple, but fully validated, numerical model for analyzing similar building moisture performance will be recommended. These results will be useful for structural engineers and architects to accurately consider moisture in their design of mass timber buildings.
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Expanding the Cross-Laminated Timber Market through Building Moisture Monitoring and Improved Modeling

https://research.thinkwood.com/en/permalink/catalogue719
Topic
Serviceability
Moisture
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Organization
Colorado School of Mines
Forest Products Laboratory
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Serviceability
Moisture
Keywords
Moisture Content
Building Envelope
Climate
Hygrothermal Models
Long-term
Research Status
In Progress
Notes
Project contacts are Shiling Pei (Colorado School of Mines) and Samuel L. Zelinka (Forest Products Laboratory)
Summary
This project will generate three benchmark data sets for multistory CLT building moisture performance in different climate zones. Data will include moisture contents at key wood components and high moisture risk locations throughout the buildings. A relatively simple, but fully validated, numerical model for analyzing similar building moisture performance will be recommended. These results will be useful for structural engineers and architects to accurately consider moisture in their design of mass timber buildings.
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Full-Scale Shake Table Test of a Two-story Mass-Timber Building with Resilient Rocking Walls

https://research.thinkwood.com/en/permalink/catalogue2067
Year of Publication
2018
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems
Author
Pei, Shiling
van de Lindt, John
Barbosa, André
Berman, Jeffrey
Blomgren, Hans-Erik
Dolan, James
McDonnell, Eric
Zimmerman, Reid
Fragiacomo, Massimo
Rammer, Douglas
Organization
Colorado School of Mines
Colorado State University
Oregon State University
University of Washington
Washington State University
University of L’Aquila
Year of Publication
2018
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Shake Table Test
Multi-Story
Post-Tensioned
Rocking Walls
Conference
16th European Conference on Earthquake Engineering
Research Status
Complete
Summary
The NHERI TallWood project is a U.S. National Science Foundation-funded four-year research project focusing on the development of a resilient tall wood building design philosophy. One of the first major tasks within the project was to test a full-scale two-story mass timber building at the largest shake table in the U.S., the NHERI at UCSD’s outdoor shake table facility, to study the dynamic behaviour of a mass timber building with a resilient rocking wall system. The specimen consisted of two coupled two-story tall post-tensioned cross laminated timber rocking walls surrounded by mass timber gravity frames simulating a realistic portion of a building floor plan at full scale. Diaphragms consisted of bare CLT at the first floor level and concrete-topped, composite CLT at the roof. The specimen was subjected to ground motions scaled to three intensity levels representing frequent, design basis, and maximum considered earthquakes. In this paper, the design and implementation of this test program is summarized. The performance of the full building system under these different levels of seismic intensity is presented.
Online Access
Free
Resource Link
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Nail and Dowel Laminated Timber Diaphragms for Seismic Regions

https://research.thinkwood.com/en/permalink/catalogue2563
Topic
Seismic
Material
DLT (Dowel Laminated Timber)
NLT (Nail-Laminated Timber)
Application
Floors
Organization
Colorado School of Mines
Material
DLT (Dowel Laminated Timber)
NLT (Nail-Laminated Timber)
Application
Floors
Topic
Seismic
Keywords
Diaphragms
Failure Load
Research Status
In Progress
Notes
Project contact is Shiling Pei at the Colorado School of Mines
Summary
Nail and Dowel Laminated Timber (NLT and DLT) are efficient technologies to build mass timber floor systems directly out of dimension lumber. It is relatively inexpensive to construct and has substantial potential to help expand the mass timber building market, particularly when the floor spans mainly in one direction. There have been multiple NLT projects constructed in the seismic region, which represents a large portion of the CLT construction market. The lateral design of NLT/DLT floor systems is currently based on very conservative assumptions (essentially equating its performance to a traditional joist-sheathing light-frame wood floor system) due to this lack of validated performance examples. This project will systematically demonstrate the potential of NLT/DLT floor systems under extreme lateral loads through component level testing and full-scale building level shake table tests. Through collaboration with manufacturers and designers (StructureCraft and Magnusson Klemencic Associates (MKA)), several full-sized NLT/DLT floor will be tested to failure in the structural engineering laboratory at Colorado State University. Based on component level test results, 2 or 3 floors of NLT/DLT diaphragms will be incorporated into a (planned) full-scale 10-story full-scale mass timber building that will be tested on the world’s largest outdoor shake table for demonstration and education/outreach.
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NHERI Tall Wood Project

https://research.thinkwood.com/en/permalink/catalogue2556
Topic
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
DLT (Dowel Laminated Timber)
Glulam (Glue-Laminated Timber)
MPP (Mass Plywood Panel)
NLT (Nail-Laminated Timber)
Application
Wood Building Systems
Organization
Colorado School of Mines
LEVER Architecture
Lehigh University
University of Washington
University of Nevada
University of California San Diego
Colorado State University
Oregon State University
TallWood Design Institute
Forest Products Laboratory
Material
CLT (Cross-Laminated Timber)
DLT (Dowel Laminated Timber)
Glulam (Glue-Laminated Timber)
MPP (Mass Plywood Panel)
NLT (Nail-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Design and Systems
Keywords
Lateral Seismic Loads
Resilience-Based Seismic Design
Performance-Based Seismic Design
Commercial Buildings
Open Floor Plan
Research Status
In Progress
Notes
Project contact is Shiling Pei at the Colorado School of Mines
Summary
NHERI Tallwood project is an effort to develop and validate a resilient-based seismic design methodology for tall wood buildings. The project started in September 2016 and will last till 2020. The project team will validate the design methodology through shake table testing of a 10-story full-scaled wood building specimen at NHERI@UCSD. It will be the world's largest wood building tested at full-scale.
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13 records – page 1 of 2.