Reliability Analysis of Semirigidly Connected Metal Plate Residential Wood Trusses

Reliability Analysis of Semirigidly Connected Metal Plate Residential Wood Trusses PDF Author: Rakesh Gupta
Publisher:
ISBN:
Category :
Languages : en
Pages : 370

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Transactions of the ASAE.

Transactions of the ASAE. PDF Author: American Society of Agricultural Engineers
Publisher:
ISBN:
Category : Agricultural engineering
Languages : en
Pages : 658

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Metal-plate-connected Wood Joints

Metal-plate-connected Wood Joints PDF Author: Rākeśagupta
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 42

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"This publication has presented an overview of current research on MPC joints in wood trusses. The literature search was primarily of U.S. sources, with some effort to obtain literature from other parts of the world. An enormous amount of important information has been amassed by studies on testing procedures and theoretical models. Among the many attributes that must be considered in modeling and analysis of joints and trusses are the effect of load angle, wood-plate orientation, size, thickness, stiffness of steel plates, and specific gravity of wood on the strength of the joints, as well as the effect of the gap closure between members, tooth damage or length, and tooth layout on the overall joint performance. Extensive research has been done on tension joints in trusses; some has been done on heel connections, but very little has been done on web and other connections. Researchers have devoted considerable effort to understanding tensile joints under axial loading. However, experience suggests that even tensile joints are subjected to combined loadings because of eccentricities. The behavior of a simple MPC joint is very complex and influenced by many variables, including plate properties, joint geometry, and the natural variability of wood. An integrated approach, as used by Foschi (1977), that considers the material behavior and interactions of wood and plate and that is simple but sufficiently accurate for designing joints should be developed. A standard method for studying the long-term behavior of MPC joints should be developed and used in design. One possible option would be to use a time-temperature superposition principle for developing long-term data from relatively short-term tests. Failure modes of the truss joints should be characterized. Work on dynamic behavior and environmental effects on the joints is also needed."--Summary and conclusions.

Forest Products Journal

Forest Products Journal PDF Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 804

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Research Contribution

Research Contribution PDF Author:
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 48

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Wood Design Focus

Wood Design Focus PDF Author:
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 110

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Forest Research Laboratory Triennial Bibliography, 1989-1992

Forest Research Laboratory Triennial Bibliography, 1989-1992 PDF Author:
Publisher:
ISBN:
Category : Bibliography (Oregon State University. Forest Research Laboratory)
Languages : en
Pages : 84

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American Doctoral Dissertations

American Doctoral Dissertations PDF Author:
Publisher:
ISBN:
Category : Dissertation abstracts
Languages : en
Pages : 768

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Twentieth-Century Building Materials

Twentieth-Century Building Materials PDF Author: Thomas C. Jester
Publisher: Getty Publications
ISBN: 1606063251
Category : Architecture
Languages : en
Pages : 354

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Book Description
Over the concluding decades of the twentieth century, the historic preservation community increasingly turned its attention to modern buildings, including bungalows from the 1930s, gas stations and diners from the 1940s, and office buildings and architectural homes from the 1950s. Conservation efforts, however, were often hampered by a lack of technical information about the products used in these structures, and to fill this gap Twentieth-Century Building Materials was developed by the U.S. Department of the Interior’s National Park Service and first published in 1995. Now, this invaluable guide is being reissued—with a new preface by the book’s original editor. With more than 250 illustrations, including a full-color photographic essay, the volume remains an indispensable reference on the history and conservation of modern building materials. Thirty-seven essays written by leading experts offer insights into the history, manufacturing processes, and uses of a wide range of materials, including glass block, aluminum, plywood, linoleum, and gypsum board. Readers will also learn about how these materials perform over time and discover valuable conservation and repair techniques. Bibliographies and sources for further research complete the volume. The book is intended for a wide range of conservation professionals including architects, engineers, conservators, and material scientists engaged in the conservation of modern buildings, as well as scholars in related disciplines.

Minimum Design Loads for Buildings and Other Structures

Minimum Design Loads for Buildings and Other Structures PDF Author: American Society of Civil Engineers
Publisher: Amer Society of Civil Engineers
ISBN: 9780784404881
Category : Technology & Engineering
Languages : en
Pages : 352

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