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Showing 1 to 20 of 22 for “"light frame"”.

  1. The Racking Performance of Light-Frame Shear Walls

    The response of light-frame timber shear walls to lateral forces is the focus of the dissertation. The objective of this study was to obtain performance characteristics of shear walls with various aspect ratios and overturning restraint via experimental testing and analytical modeling. Presented …

    vt Repository record for The Racking Performance of Light-Frame Shear Walls (opens in a new tab)

  2. Performance of Pressure Sensitive Adhesive Tapes In Wood Light-Frame Shear Walls

    The performance of connections and full-scale shear walls constructed with acrylic foam pressure sensitive adhesive (PSA) tape is the focus of this thesis. The objectives of this study were first to investigate the bonding characteristics of adhesive tape to wood substrates and then to expand this …

    vt Repository record for Performance of Pressure Sensitive Adhesive Tapes In Wood Light-Frame Shear Walls (opens in a new tab)

  3. Performance Capabilities of Light-Frame Shear Walls Sheathed With Long OSB Panels

    … blocking members between the studs of the frame. Values obtained from the tests performed on these walls provided a direct comparison to those obtained from the walls of equal height, but sheathed with a long panel capable of spanning the entire height of the wall. The capabilities of long …

    vt Repository record for Performance Capabilities of Light-Frame Shear Walls Sheathed With Long OSB Panels (opens in a new tab)

  4. Structural quality assurance of wood light-frame construction subject to extreme wind hazards

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Architecture, 1996, and Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1996.

    mit Repository record for Structural quality assurance of wood light-frame construction subject to extreme wind hazards (opens in a new tab)

  5. Monotonic and Cyclic Performance of Light-Frame Shear Walls with Various Sheathing Materials

    The racking performance of light-frame shear walls subjected to monotonic and cyclic loading is the focus of this thesis. The sheathing materials investigated are oriented strandboard (OSB), hardboard, fiberboard, and gypsum wallboard. The objectives of this study were to (1) obtain and compare …

    vt Repository record for Monotonic and Cyclic Performance of Light-Frame Shear Walls with Various Sheathing Materials (opens in a new tab)

  6. The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures

    … flexibility on the seismic performance of light frame wood structures (LFWS). The finite element approach is considered for modeling LFWS as it is more detailed and provides a way to explicitly incorporate individual structural elements and corresponding material properties. It is also …

    vt Repository record for The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures (opens in a new tab)

  7. Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings

    Light-frame shearwall assemblies have been successfully used to resist gravity and lateral loads, such as earthquake and wind, for many decades. However, there is a need for maintaining the structural integrity of such buildings even when large openings in walls are introduced. Wood portal frame

    ottawa-retro Repository record for Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings (opens in a new tab)

  8. Investigation of Modular Cross-Laminated Timber Rocking Walls and Rocking Wall -- Light-Frame Shear Wall Dual Systems for Seismic Resilience

    … lateral force resisting systems (LFRS) with wood light frame shear walls (LiFS). The first part of this dissertation details the experimental cyclic testing of six large-scale PT-CLT-RW with modular base connections. The tests were designed to replicate the first story of low- to mid-rise mass …

    vt Repository record for Investigation of Modular Cross-Laminated Timber Rocking Walls and Rocking Wall -- Light-Frame Shear Wall Dual Systems for Seismic Resilience (opens in a new tab)

  9. An Investigation of Nailed Connection Performance in a Cyclic Humidity Environment

    … cyclic moisture infiltration on connections in light-frame wood buildings has received limited research attention. Specifically, the connections between wood-based sheathing materials (OSB, plywood) and solid wood studs are of interest. A comprehensive understanding of connection performance …

    vt Repository record for An Investigation of Nailed Connection Performance in a Cyclic Humidity Environment (opens in a new tab)

  10. Modernizing the passing joint : a standardized building system to facilitate contemporary bamboo housing construction in regions of economic constraint

    … been incorporated into the history of standard light frame wood construction and is therefore not used to its full potential, especially in regions of economic constraint in greatest need of housing structures. Can we design a light-frame construction system that allows for the non-standard …

    mit Repository record for Modernizing the passing joint : a standardized building system to facilitate contemporary bamboo housing construction in regions of economic constraint (opens in a new tab)

  11. Effect of Overturning Restraint on the Performance of Fully Sheathed and Perforated Timber Framed Shear Walls

    … the monotonic and cyclic response of light-frame wood shear walls with and without openings. Effects of overturning restraint in the form of tie-down anchors and corner segments on light-frame shear walls with and without door and window openings were quantified. While the results are …

    vt Repository record for Effect of Overturning Restraint on the Performance of Fully Sheathed and Perforated Timber Framed Shear Walls (opens in a new tab)

  12. Modeling the behavior of wood-based composite sheathing under hygrothermal load

    In light-frame residential construction wood-based composite panels used externally or internally are exposed to relative humidity and/or temperature changes. The subsequent moisture content change of the panels will result in two types of deformations as follows: 1. elastic deformation of the …

    vt Repository record for Modeling the behavior of wood-based composite sheathing under hygrothermal load (opens in a new tab)

  13. The influence of load distribution on the reliability analysis of lumber properties data

    … the statistical nature of loads acting on light frame structures, distributions of maximum lifetime roof snow load and maximum lifetime floor live load were developed for use in differential reliability analyses of lumber properties data. The dead load was combined with the live load to …

    vt Repository record for The influence of load distribution on the reliability analysis of lumber properties data (opens in a new tab)

  14. Potential of cross laminated timber in single family residential construction

    … for smaller scale projects, especially light frame wood (LFW) residential construction. The purpose of this study is to provide a detailed comparison of the cost to construct a CLT home versus a LFW home to quantify the cost difference between both options in the single family home (SFH) …

    colo-mines Repository record for Potential of cross laminated timber in single family residential construction (opens in a new tab)

  15. Free4orm framing : high-performance bending-active strip construction

    This thesis re-thinks conventional light frame and panelized construction methodologies employed in residential and general medium-scale construction. To do so, it investigates the flexural geometry, the structural performance, and volumetric approaches to systematizing elastically bent developable …

    mit Repository record for Free4orm framing : high-performance bending-active strip construction (opens in a new tab)

  16. Design of Stick-Framed Wood Roofs Under Extreme Wind Loads

    Light-frame wood construction comprises nearly 90% of the housing industry inCanada and the United States. The roofs of these houses can be constructed eitherentirely on site or using prefabricated trusses. Assembling the roof structure on site,otherwise known as stick-framing, is a framing …

    uwo Repository record for Design of Stick-Framed Wood Roofs Under Extreme Wind Loads (opens in a new tab)

  17. Shake table testing of hybrid wood shear wall system

    … of a post-tensioned CLT wall panel with Light-frame wood shear (LiFS) wall panels on each side. The testing was conducted at CSU's Engineering Research Center shake table. The objective of this study was to combine the advantages of the post-tensioned CLT systems with those of LiFS walls. …

    colostate Repository record for Shake table testing of hybrid wood shear wall system (opens in a new tab)

  18. A Case Study on Medium and High Rise Timber Buildings

    … However, this topic is yet to be discovered. Light frame wood LFW has been used for decades but was always restricted to certain limits. Limits that heavy timber can overcome easily. In this thesis, topics related to the application of heavy timber in the construction of buildings are …

    uwo Repository record for A Case Study on Medium and High Rise Timber Buildings (opens in a new tab)

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