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"Framing (Building)"
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Wood and wood joints : building traditions of Europe, Japan and China
Building with wood as an ecologically viable material is a tradition with a long history. The timber architecture which has ensued over the past centuries reveals to the modern observer the depth of knowledge which has enabled both Eastern und Western cultures to use this wonderful material in such a creative way. In the most typical method of building with wood, elements are connected by using wood joints which do not require the assistance of adhesives or metal connectors. This art of wood jointing reached its zenith in Japan; but Europe too provided its share of highly influential forms. By looking at several hundred examples from Japan and 18 European countries, with a new chapter on China added to this enlarged edition, this book describes in great detail the history of timber architecture in terms of its technical, aesthetic and ecological dimensions. This thorough study is a mine of information to specialists in this field; it opens up to the craftsman of today what has become an almost forgotten world and provides a fascinating account for the general reader. ,,Here is a man who has trekked though the wild Carpathian forests, the Norwegian outback, the Russian steppes and obscure regions of Japan in pursuit of the wood joint. He tells the story with a sense of unfolding discovery; for anyone interested in how buildings work this book is a joy to read.\" the architects' journal
eBook
Wood and wood joints : building traditions of Europe, Japan and China
Building with wood as an ecologically viable material is a tradition with a long history. In the most typical method, elements are connected by using wood joints which do not require the assistance of adhesives or metal connectors. By looking at several hundred examples from Japan, China and 18 European countries, this book describes in great detail the history of timber architecture in terms of its technical, aesthetic and ecological dimensions. This thorough study is a mine of information to specialists in this field; it opens up to the craftsman of today what has become an almost forgotten world and provides a fascinating account for the general reader. The new introduction to the third edition reviews developments since the first publication of this book in 1997.
eBook
Steel Structures - Analysis and Design for Vibrations and Earthquakes
This book analyses the behaviour of two steel framed structures and their structural elements subjected to complex dynamic forces under the actions of earthquake motions and vibrations due to dynamic forces created by the effects of an unbalanced rotating mass of machines. Both the complete structures and the structural elements are analysed in compliance with Eurocode 8 and Eurocode 3. There are books available that consider the design of structural members and deal with isolated problems but in the main these emphasize the theory and do not consider the practical design and detailing which engineers face in the design office and within construction. This book considers the structure in its entirety providing a complete picture, guiding the engineer through the full process. The general principles and practices, design concepts, evaluation of seismic design parameters, calculations of design base shear force in elastic analysis, and vibration analysis are all considered before presentation of the calculations. The author takes the reader through the process in a simple and lucid way with a step-by-step approach stating the design philosophy, design considerations and clarifying the referred clauses of the code of practice, all complemented by design sketches and tables.
eBook
Steel structures: analysis and design for vibrations and earthquakes : based on Eurocode 3 and Eurocode 8
'Steel Structures' analyses the behaviour of two steel framed structures and their structural elements subjected to complex dynamic forces under the actions of earthquake motions and vibrations due to dynamic forces created by the effects of an unbalanced rotating mass of machines.
eBook
Micro-Scale Experimental Approach for the Seismic Performance Evaluation of RC Frames with Improper Lap Splices
Reinforced concrete (RC) frames are an integral part of modern construction as they resist both gravity and lateral loads in beams and columns. However, the construction methodologies of RC frames are vulnerable to non-engineering defects, particularly in developing countries. The most common non-engineering defect occurs due to improper lap splice, which can compromise the structural integrity. This research demonstrates an easy, low-cost, and verifiable experimental technique incorporating micro-concrete to evaluate the seismic performance of a completely engineered RC frame with the defect of improper lap splice. The micro-concrete was prepared by using the locally available material for a target compressive strength and then two scaled-down RC frames (1/16 scale) were prepared, including one proper frame and another with improper lap splice. Finally, these frames were tested on a shake table to study their behavior under various seismic loading conditions. This study quantifies the severity of high-risk structural systems due to non-engineering defects. The experimental results demonstrate that improper lap splice can alter the frame’s damage points, triggering the failure of the whole structure.
Journal Article
Complete book of framing
The bestselling step-by-step framing guide—updated and expanded to meet 2018 codes and standards
Complete Book of Framing, Second Edition—Updated and Expanded is a comprehensive guide to rough carpentry and framing, written by an expert with over forty years of framing experience. This book guides the reader through step-by-step framing instructions for floors, walls, roofs, door and window openings, and stairs. Hundreds of full-color illustrations and photos enable novice and professional framers to understand and master framing techniques.
This Updated and Expanded Second Edition includes the framing techniques of the 2018 International Building Code (IBC), International Residential Code (IRC), and updated OSHA rules. It also includes new coverage of today's electric tools, wind and earthquake framing, medical and physiological factors of framing, and a revised safety chapter. Builders will find information on nailing patters, overall layout, engineered wood patterns, and green framing. In addition, the book offers readers tools and techniques for preparing for a job and managing a team. This Second Edition—Updated and Expanded:
* Includes hundreds of full-color illustrations depicting step-by-step framing techniques
* Offers guidance on today's electric tools and structural enhancements for natural disasters
* Features a revised chapter on safety to reflect the medical and physiological factors of framing
* Meets the framing techniques of the 2018 International Building Code (IBC), International Residential Code (IRC), and Occupational Safety and Health Administration (OSHA) standards
Complete Book of Framing: An Illustrated Guide for Residential Construction, Second Edition—Updated and Expanded is an excellent resource for framers, carpenters, and contractors of all experience levels. Framer-friendly tips throughout the book show how to complete framing tasks efficiently and effectively.
eBook
Fragility Analysis of RC Frame Structures Subjected to Obliquely Incident Seismic Waves
Obliquely incident seismic waves have been habitually overlooked in fragility analysis. In this paper, a new approach to solving the equivalent loads on the infinite element boundary due to obliquely incident seismic waves is proposed. Based on the site conditions and structural characteristics in the Jiaxing area, the seismic response of a multi-story reinforced concrete (RC) frame structure has been fully investigated through the finite element method. Under obliquely incident SV waves (shear wave in the vertical x-z plane), the distribution of internal forces on the structure in the case of homogeneous foundation soil is significantly asymmetrical. Among the 3 obliquely incident angles investigated in this paper, the maximum inter-story displacement is smallest when the incident angle is 20° and largest when the angle equals 30°. For the structural fragility, the exceedance probability at each structural damage level is smallest when the incident reflection angle is 20° and largest when the angle equals 30°. When the structure is located in the silty valley, the influence of oblique incidence is attenuated and there is no obvious stress asymmetry on the structure due to the refraction of seismic waves on the interface.
Journal Article