Autodesk AutoCAD Mechanical design and drafting software is AutoCAD software for manufacturing. It includes all the functionality of AutoCAD, one of the worldâs leading 2D CAD mechanical design software applications, plus libraries of standards-based parts and tools for automating common mechanical CAD tasks and accelerating the mechanical design process.
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AutoCAD Electrical software is the AutoCAD software for electrical controls designers. Created for electrical control systems, AutoCAD Electrical design software includes all the functionality of AutoCAD plus a complete set of electrical CAD features. Comprehensive symbol libraries and tools for automating electrical design tasks help to save hours of effort, so electrical engineers can spend more time innovating.
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Autodesk AutoCAD Architecture software is the version of Autodesk AutoCAD software specifically for architects. Architectural drafting features enable
you to design and document more efficiently, in the familiar AutoCAD environment. Start working in AutoCAD Architecture and experience productivity gains right away, while learning new features at your own pace.
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Article/eBook Full Name: Investigation on Buckling Behavior of Cylindrical Liquid Storage Tanks Under Seismic Excitation: 2nd Report — Investigation on the Nonlinear Ovaling Vibration at the Upper Wall
Author(s): Hideyuki Morita
Publish Date: 2003
ISBN: 0-7918-4157-X
Published By: ASME
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Article/eBook Full Name: Investigation on Buckling Behavior of Cylindrical Liquid Storage Tanks Under Seismic Excitation: 1st Report — Investigation on Elephant Foot Bulge
Author(s): Tomohiro Ito
Publish Date: 2003
ISBN: 0-7918-4157-X
Published By: ASME
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EN ISO 13567-1:2002 - Technical product documentation - Organization and naming of layers for CAD - Part 1: Overview and principles (ISO 13567-1:1998) EN ISO 13567-2:2002 - Technical product documentation - Organization and naming of layers for CAD - Part 2: Concepts, format and codes used in construction documentation (ISO 13567-2:1998) EN ISO 3098-5:1997 - Technical product documentation - Lettering - Part 5: CAD lettering of the Latin alphabet, numerals and marks (ISO 3098-5:1997) EN ISO 128-21:2001(SO 128-21:1997) - Technical drawings -- General principles of presentation -- Part 21: Preparation of lines by CAD systems
Dear Friends,
I write this spreadsheet that calculates Seismic Base Shear and Design Spectra for UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5-2004.
Please download and check.
I'm waiting for your comments.
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This manual has been prepared as a guideline for the manufacture of glass fiber reinforced concrete.
Note: MNL-130-10 will be effective for all GFRC (Group and Category G) PCI Plant Certification audits after July 1, 2010.
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Category: Guide (part 1), technical report (part 2) and state-of-the-art report (part 3)
Year: 2000
As a background for an extension of the CEB/FIP Model Code 1990 (MC 90) it delivered firstly Bulletin 4. Similarly to what has been done before in the field of High Strength / High Performance Concrete the present guide identifies the lacunae in the existing MC90 and proposes supplementary or alternative solutions to be applied for lightweight aggregate concretes. The technical report identifies the research needs resulting from those clauses of MC 90 which need amendment, and for which more basic research should provide a better understanding of mechanical, physical and chemical processes. The state-of-art report documents 33 application examples of projects world-wide.
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This report is the first of an intended series of three reports on structural protective systems against hazards.
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Special design considerations for precast prestressed hollow core floors. Guide to good practice
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Alternate Path Method in Progressive Collapse Analysis: Variation of Dynamic and Nonlinear Load Increase Factors
Author: McKay, A., Marchand, K., and Diaz, M. | Size: 1.64 MB | Format:PDF | Quality:Original preprint | Publisher: ASCE, Engineering Structures. Vol. 48. Issue 4. | Year: 2012 March | pages: 666-673
In performing alternative path analyses for checking the potential of a structure to progressive collapse, most designers often choose static procedures, which tend to be simpler and less labor demanding. As progressive collapse is a dynamic and nonlinear event, the load cases for the static procedures require the use of factors to account for inertial and nonlinear effects. A number of inconsistencies have been identified in the way the existing guidelines applied dynamic and nonlinear load factors to their static approaches. As part of an existing effort to update the existing guidelines, this study looked into the behavior of a variety of reinforced-concrete and steel moment-frame buildings to investigate the magnitude and variation of the dynamic and nonlinear load increase factors. The study concluded that the factors in the existing guidelines tend to yield overly conservative results, which often translate into expensive designs and retrofits. This study identified new load increase factors and proposes a new approach to utilize these factors when performing alternative path analyses for progressive collapse.
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