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  Design and Technical Guideline of Seismic Isolation Structure for Nuclear Power Plant
Posted by: david-smith - 06-04-2012, 11:36 AM - Forum: Archive - No Replies

Please if anyone have the following Document in ENGLISH share to us:

Design and Technical Guideline of Seismic Isolation Structure for Nuclear Power Plant, JEAG 4614-2000,Japan Electric Association (JEA), Nuclear Standard Committee of JEA,
The reference website is (but have that in Japanese language not English):

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  Architectural Utilities 3 - Lighting and Acoustics
Posted by: cordoba123 - 06-03-2012, 11:41 PM - Forum: Architecture Books - Replies (1)

Architectural Utilities 3 - Lighting and Acoustics

Author: GEORGE S.SALVAN | Size: zip 79.31 MB | Format: PDF | Quality: Unspecified | Publisher: JMC PRESS, INC. | Year: 1999 | pages: 530 | ISBN: 971-11-1028-8

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  Architectural Utilities 2 - Electrical and Mechanical Equipment
Posted by: cordoba123 - 06-03-2012, 09:21 PM - Forum: Architecture Books - Replies (1)

Architectural Utilities 2 - Electrical and Mechanical Equipment

Author: GEORGE S.SALVAN | Size: zip 60.4 MB | Format: PDF | Quality: Unspecified | Publisher: JMC PRESS, INC. | Year: 1999 | pages: 434 | ISBN: 971-11-0997-2

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  Plastic Design of Low Rise Frames
Posted by: leetse - 06-03-2012, 08:32 PM - Forum: Archive - No Replies

Hello does anyone have the following ebook?

Full title: Plastic Design of Low Rise Frames
Publisher: Collins (July 1985)
Language: English
ISBN-10: 0003830454
ISBN-13: 978-0003830453

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  Architectural Utilities 1 - Plumbing and Sanitary
Posted by: cordoba123 - 06-03-2012, 08:19 PM - Forum: Architecture Books - Replies (1)

Architectural Utilities 1 - Plumbing and Sanitary

Author: GEORGE S.SALVAN | Size: zip 24.6 MB | Format: PDF | Quality: Unspecified | Publisher: JMC PRESS, INC. | Year: 1986 | pages: 216 | ISBN: 971-11-0322-2

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  Alternate Path method in progressive collapse analysis
Posted by: hich - 06-03-2012, 05:51 PM - Forum: Civil Engineering MSc and PhD thesis - Replies (2)

Alternate Path method in progressive collapse analysis: Variation of dynamic and non-linear load increase factors

Author: Aldo E McKay | Size: 2.1 MB | Format: PDF | Quality: Original preprint | Year: 2011 | pages: 84 | ISBN: -

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As a result of the increasing number of terrorist attacks registered against American facilities in the United States or abroad, United States government agencies continue to improve the design of their buildings to make them safer and less vulnerable to terrorist attacks. One of the factors typically considered in designing safer buildings and structures, is their ability to prevent total collapse after the loss of load-carrying components (Progressive Collapse) resulting from a terrorist attack. The consequences of not having a building capable of reducing the potential for progressive collapse could be catastrophic, as it was the case of the Oklahoma City bombing in 1995 where 42% of the Alfred P. Murrah Federal Building was destroyed by progressive collapse and only 4% by the explosion or blast. This attack claimed 168 lives and left over 800 injured. Over the last 10 years, two United States government agencies have developed guidelines for the design of their structures to resist progressive collapse: (1) The General Services Administration, "Progressive Collapse Analysis and Design Guidelines," (GSA Guidelines) and (2) The Department of Defense Unified Facilities Criteria 4-023-03 "Design of Buildings to Resist Progressive Collapse" (UFC 4-023-03). Within both approaches, the main direct design procedure is the Alternate Path (AP) method, in which a structure is analyzed for collapse potential after the removal of a column or section of wall. Different analytical procedures may be used, including Linear Static (LS), Nonlinear Static (NLS), and Nonlinear Dynamic (NLD). Typically, NLD procedures give better and more accurate results, but are more complicated and expensive. As a result, designers often choose static procedures, which tend to be simpler, requiring less labor. 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, similar to the approach used in ASCE Standard 41 "Seismic Rehabilitation of Existing Buildings" (ASCE 41). A number of inconsistencies have been indentified in the way the existing guidelines applied dynamic and non-linear load factors to their static approaches. As part of an existing effort to update the existing guidelines, this study used SAP2000 to perform several AP analyses on a variety of Reinforced Concrete and Steel Moment Frame buildings to investigate the magnitude and variation of the dynamic and non-linear load increase factors. The study concluded that the factors in the existing guidelines tend to yield overly conservative results, which often translate into expensive design and retrofits. This study indentified new load increase factors and proposes a new approach to utilize these factors when performing AP analyses for Progressive Collapse.

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  soil-structure interaction- from rules of thumb to reality (ripped from Google)
Posted by: david-smith - 06-03-2012, 05:18 PM - Forum: Foundation & Geotechnics in general - Replies (3)

soil-structure interaction-from rules of thumb to reality

Author: atkinson,edited by : chin | Size: 12.5 MB | Format: PDF | Quality: Scanner | Publisher: IPENZ | Year: 2008 | pages: 210 | ISBN: 0111-9532

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the 18th NZGS geotechnical symposium on soil-structure interaction.

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The file ripped from Google,many missing pages included.

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  Architectural Character and the History of Architecture
Posted by: cordoba123 - 06-03-2012, 04:55 PM - Forum: Architecture Books - Replies (1)

Architectural Character and the History of Architecture

Author: GEORGE S.SALVAN | Size: zip 126.2 MB | Format: PDF | Quality: Unspecified | Publisher: JMC PRESS, INC. | Year: 1986 | pages: 797 | ISBN: 971-11-0357-5

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  evaluation finding for skererup base isolation elastomeric bearing
Posted by: david-smith - 06-03-2012, 04:49 PM - Forum: Structural Dynamics and Earthquake Engineering - Replies (1)

evaluation finding for skellerup base isolation elastomeric bearing

Author: HITEC | Size: 1.7 MB | Format: PDF | Quality: Scanner | Publisher: HITEC | Year: 1998 | pages: 23 | ISBN: 0784403767

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the file is OCR.
ripped from Google.
Missing pages:12,15,16,19,20,21,22

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  Architectural Practice and Construction Management
Posted by: cordoba123 - 06-03-2012, 02:54 PM - Forum: Project Management - Replies (1)

Architectural Practice and Construction Management

Author: GEORGE S.SALVAN | Size: zip 89.8 MB | Format: PDF | Quality: Unspecified | Publisher: JMC PRESS, INC. | Year: 1986 | pages: 518 | ISBN: 971-11-0353-2

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