Steel Structures: Controlling Behavior Through Design
Author(s)/Editor(s): Robert E. Englekirk | Size: 208 MB | Format:PDF | Quality:Scanner | Publisher: Wiley | Year: March 4, 1994 | pages: 832 | ISBN: 0471584584
In 1988 the American Institute of Steel Construction changed the method from Allowable Stress Design (ASD) to Load Resistance Factor Design (LRFD) on which the building code is based.
This text develops a treatment of steel which is behavior-oriented and explains the causation for the LRFD approach. Focuses on creating cost-effective solutions for designing situations efficiently; discusses problems engineers must face on a regular basis; and offers insight into potential areas of concern.
A guide for students and structural engineers to better use scientific principles in the creative part of the design process, to understand the physical behavior of steel members and systems, and to develop a cohesive earthquake-resistant design procedure for steel structures.
Topics include the design process, stability, bracing systems, and the artistic aspects of structural engineering.
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Based on more than 12 years of systematic investigation on earthquake disaster simulation of civil infrastructures, this book covers the major research outcomes including a number of novel computational models, high performance computing methods and realistic visualization techniques for tall buildings and urban areas, with particular emphasize on collapse prevention and mitigation in extreme earthquakes, earthquake loss evaluation and seismic resilience. Typical engineering applications to several tallest buildings in the world (e.g., the 632 m tall Shanghai Tower and the 528 m tall Z15 Tower) and selected large cities in China (the Beijing Central Business District, Xi'an City, Taiyuan City and Tangshan City) are also introduced to demonstrate the advantages of the proposed computational models and techniques.
The high-fidelity computational model developed in this book has proven to be the only feasible option to date for earthquake-induced collapse simulation of supertall buildings that are higher than 500 m. More importantly, the proposed collapse simulation technique has already been successfully used in the design of some real-world supertall buildings, with significant savings of tens of thousands of tons of concrete and steel, whilst achieving a better seismic performance and safety.
The proposed novel solution for earthquake disaster simulation of urban areas using nonlinear multiple degree-of-freedom (MDOF) model and time-history analysis delivers several unique advantages: (1) true representation of the characteristic features of individual buildings and ground motions; (2) realistic visualization of earthquake scenarios, particularly dynamic shaking of buildings during earthquakes; (3) detailed prediction of seismic response and losses on each story of every building at any time period. The proposed earthquake disaster simulation technique has been successfully implemented in the seismic performance assessments and earthquake loss predictions of several central cities in China. The outcomes of the simulation as well as the feedback from the end users are encouraging, particularly for the government officials and/or administration department personnel with limited professional knowledge of earthquake engineering.
The book offers readers a systematic solution to earthquake disaster simulation of civil infrastructures. The application outcomes demonstrate a promising future of the proposed advanced techniques. The book provides a long-awaited guide for academics and graduate students involving in earthquake engineering research and teaching activities. It can also be used by structural engineers for seismic design of supertall buildings.
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Eurocode 2 für Deutschland: DIN EN 1992-1-1 Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken
Author(s):
Frank Fingerloos, Josef Hegger, Konrad Zilch
Edition:
1st edition
Publish Date:
2016
ISBN:
3410264116
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Dear Fellows, as per Table 3.6.2.1-1 of AASHTO Bridge design specifications, dynamic load allowance for deck joints is 75%. What are the components of bridges fall under deck joints? I mean for what components of bridge 75% dynamic allowance is applicable?
Full title:Offshore Geotechnical Engineering
Author(s):Mark Randolph, Susan Gourvenec
Publisher:CRC Press
Language: English
ISBN 9780415477444 - CAT# RU55596
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Unfortunately @15/01/2017 our forum goes down and our database crashed.
we were working to repair databases and also script core hardly, may be some data were missed.
anyway at now we restore website to stable point,
If you see any error in site please report us.
Charles Birnstiel, William Bowden and George Foerster
Publish Date:
2015
ISBN:
9780727758040
Published By:
ICE Publishing
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