Ductile Design Approach for Reinforced Concrete Frames
info: Author: Robert Park
PDF scanned file - 55 pages
Part of: Earthquake Spectra, Vol. 2, N°3, May 1986.
It's a very interesting paper of seismic resistant design of Reinforced Concrete (Good and concise explaining). Also, you can see it cited in the references of Chapter 21 of ACI-318 code.
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Guidance on the practical aspects of fabrication which influence the efficient design of steel bridges. Extensive consultation has taken place with experts in the design, fabrication and erection of steel bridges and, there, this publication represents a compilation of many years' knowledge and experience. Steel designs based on these concepts have proved competitive against more traditional designs.
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This book covers all aspects of steel design: section property tables, industrial and multi-storey buildings, connection, cladding and decking, steel qualities, steel sections and plate, welding and bolting, fabrication, corrosion protection, fire, transport and erection, health and safety, software, contract and payment, sustainability, historical development of steel construction and project case studies.
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This book provides practical advice on the issues that affect the efficient detailing of steelwork connections. There is always pressure in the design office to produce details which convert the client's aspirations in to nuts and bolts. The chapters on connection detailing, cost, simple design and basic fabrication give advice on how to create practical structures. Other chapters provide the reader with an insight into connection behaviour and the on-going developments in the "green books". The reader is brought up-to-date on developments in specialist areas of steelwork design and details. These include articles on bridgework, hollow section joints, tension connections, towers and masts and the recent developments with structural fasteners. The publication also contains a rich array of architectural details from actual structures and allows both engineers and architects to interrogate them.
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Yan Xiao “Modern Bamboo Structures: Proceedings of the First International Conference"
Taylor & Francis | 2008-08-12 | 312 pages | PDF | 8.45 MB
Bamboo materials are well available in the world. Bamboo has much shorter maturity than trees, thus can be harvested with shorter cycles of plantation. Despite the fact that human society has a long history of using bamboo, there is still a lack of modern and industrialized application of bamboo materials in construction. Promoting the application of bamboo in construction could provide a potential solution to the sustainable, green and environment-friendly development of construction industry.
"Modern Bamboo Structures" is the first of its kind covering the applications of bamboo materials in modern structures. The following topics are covered in this book: properties of bamboo materials and components; design, experimental testing, and analysis of bamboo structures and components; modern bamboo buildings and bridges; composites of bamboo, timber and other materials; bamboo reinforced concrete; comparative studies of timber and bamboo structures; adhesives, joints, and engineered bamboo products; environmental, sustainability and ecological issues; and, structural and constructional applications of other natural and non-conventional materials. These proceedings of the First International Conference on Modern Bamboo Structures (ICBS-2007, Changsha, China, 28-30 October 2007) include the state-of-the-art on materials, design, analysis, testing, manufacturing, and construction of modern bamboo structures. "Modern Bamboo Structures" will be essential for researchers, engineers and administrators involved in structural engineering, civil engineering, agriculture engineering, forestry, environmental engineering and urban development.
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Earthquake Pressures on Fluid Containers
G.W. Housner
Eighth Technical Report under Office Naval Research
Project Designation NR-081-095
California Institute of Technology
Pasadena
1954
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Toward Earthquake-Resistant Design of Concentrically Braced Steel-Frame Structures
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In recent years, typical steel construction in regions of high seismic risk has shifted from
moment-resisting frames to concentrically braced frames. As a result of the increased popularity
of braced frames, the poor performance of some conventionally braced frames in past
earthquakes, and the limited experimental data available on the inelastic response and the failure
characteristics of braced-frame systems, a series of experimental and analytical investigations
were initiated. The tests reported on herein contain some of the first data available on braced
frames constructed in accordance with modern construction practices in the western U.S.
Extensive analytical studies were undertaken to assess the analysis methods used for the
research, and improved models were developed to better understand the complete range of
behavior, including yielding, lateral buckling, and rupture due to low-cycle fatigue.
The primary objectives of this research are to (1) improve understanding of the behavior
of this common type of structural system under cyclic inelastic deformations, (2) permit
validation and improvement of computer models for predicting global and local response, and (3)
improve understanding of the relation between system, member, and connection behavior.
As such, a series of investigations have been conducted, aimed at understanding and
improving the seismic performance of concentrically braced steel-frame structures. Extensive
analytical studies have been carried out on systems with conventional and buckling-restrained
bracing. Tests on a limited number of full-scale pipe and square, hollow structural section (HSS)
braces were carried out. These tests were supplemented with large-scale tests of three bucklingrestrained
braced-frame (BRBF) specimens and a single two-story special concentrically braced
frame (SCBF). In the latter case, specimens incorporated traditional bracing elements susceptible
to lateral and local buckling. These component and system test results, along with existing data,
were used to develop, calibrate, and validate improved numerical models capable of realistically
simulating the behavior of braced frames, including possible failure due to buckling and lowcycle
fatigue. An array of numerical simulations assessed the likely performance of braced-frame
structures subjected to severe earthquakes of the type expected in California. The applicability of
performance-based earthquake engineering evaluation methodologies to concentrically braced
frames is assessed using these results. Based on this research, recommendations are offered
regarding the design, analysis, modeling, and detailing of concentrically braced frame structures.
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Hello everyone on the forum. I wanted staad file of industrial steel structure, truss or anything related to steel structures. I am in search of a staad file. I appreciate any member would upload a file for reference.
Does anyone have "Behaviour of steel structures in seismic areas, STESSA 2003 by Federico M. Mazzolani" ebook? I need the paper "Experimental and analytical evaluation of chevron braces with slotted brace-to-beam connections" from this book. Thanks to the uploader by now.
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