Dear Members, kindly please find for me the journal articles below. Thanks a lot.
(1)
Article title: Torsional balance of seismically isolated asymmetric structures.
Author(s): Carlos E. Seguin, Jose L. Almazán, Juan C. De la Llera
Edition: Vol. 46, pp. 703-717
Publish Date: Jan 2013
Published By: Engineering Structures
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(2)
Article title: Seismic demand of plan-asymmetric structures: a revisit.
Author(s): Rana Roy, Suvonkar Chakroborty
Edition: Vol. 12, Issue 1, pp 99-117
Publish Date: Mar 2013
Published By: Earthquake Engineering and Engineering Vibration
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(3)
Article title: Seismic nonlinear static new method of spatial asymmetric multi-storey reinforced concrete buildings.
Author(s): Triantafyllos K. Makarios
Edition: Volume 21, Issue 11, pp. 800–823
Publish Date: Nov 2012
Published By: The Structural Design of Tall and Special Buildings
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(4)
Article title: On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings.
Author(s): Luca Landia, Pier Paolo Diotallevia & Giulia Castellaria
Edition: -
Publish Date: July 2013
Published By: Journal of Earthquake Engineering
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Building Design+Construction and its associated products deliver the insights and in depth analysis of significant projects, trends, innovations, new technology and products essential. BD+C editorial goal is to provide its readers with information and ideas they can use to create the highest - quality commercial, industrial, institutional and multifamily buildings.
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Building Design+Construction and its associated products deliver the insights and in depth analysis of significant projects, trends, innovations, new technology and products essential. BD+C editorial goal is to provide its readers with information and ideas they can use to create the highest - quality commercial, industrial, institutional and multifamily buildings.
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Building Design + Construction - June 2013
English | HQ PDF | 100 pages | 73 MB
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Posted by: gulilero - 07-31-2013, 12:05 AM - Forum: Archive
- No Replies
Hi,
I am looking for the publication:
Shear Wall-Frame Interaction: A Design Aid with Commentary
Portland Cement Association, Jan 1, 1971 - 63 pages
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which is an expanded version of the original publication: Shear Wall-Frame Interaction: A Design Aid, Portland Cement Association, April, 1970 - 17 pages
and found in this Forum at:
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Author: ASCE and American Society of Civil Engineers | Size: 3.0 MB | Format:PDF | Quality:Original preprint | Publisher: ASCE and American Society of Civil Engineers | Year: 2013 | pages: 114
Based onThe Summit on " the Future of Civil Engineering 2025", June 21–22, 2006
Prepared by the ASCE Steering Committee to Plan a Summit on the Future of the Civil Engineering Profession in 2025 :
"A diverse group of civil engineering and other leaders, including international guests, gathered in June 2006 to actively participate in the Summit on the Future of Civil Engineering. Their purpose:articulate an aspirational global vision for the future of civilengineering addressing all levels and facets of the civil engineering community..."
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Dear Civilians,
I need information or guidance for Welding Inspection.
I am specially interested in visual welding inspection in field.
I think these two could be useful but didn´t find any of them on internet (at least not without paying hundreds of dollars!) :
WI:2000 WELDING INSPECTION HANDBOOK
B1.11:2000 GUIDE FOR THE VISUAL EXAMINATION OF WELDS (AWS B1.11)
I would really appreciate if you can share any of them or provide some guidance (maybe some text) that covers something useful related to the subject.
Dear all, im looking forward the journal papers below. Thank you.
(1)
Article title: A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems.
Author(s): Shafei B, Zareian F, Lignos DG
Edition: Volume 1133, Issue 4, pp. 1107–1116
Publish Date: April 2011
Published By: Engineering Structures
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(2)
Article title: Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame.
Author(s): Lignos DG, Krawinkler H, Whittaker AS
Edition: Volume 40, Issue 7, pp. 807–825
Publish Date: 2011
Published By: Earthquake Engineering & Structural Dynamics
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(3)
Article title: Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading.
Author(s): Lignos DG, Krawinkler H
Edition: Volume 137, Issue 11, pp. 1291–1302
Publish Date: 2011
Published By: Journal of Structural Engineering (ASCE)
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(4)
Article title: Seismic behavior of asymmetric RC wall buildings: principles and new deformation-based design method.
Author(s): Sommer, A; Bachman, H.
Edition: Volume 34, Issue 2, pp. 101–124
Publish Date: Feb 2005
Published By: Earthquake Engineering & Structural Dynamics
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This book focuses on the changes made in building science and practice by the advent of computers. It explains many more tools now available in the contemporary engineering environment. The book discusses the more commonly used topics of structural failure, cable-nets and fabric structures, and topics of non-linear analysis. Problems with solutions provided.
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Thesis submitted to the Virginia Polytechnic University
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Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements – EBGEO
Author: Deutsche Gesellschaft fr Geotechnik e. V., DGGT | Size: 7 MB | Format:PDF | Quality:Unspecified | Publisher: Wiley | Year: 2011 | pages: 315 | ISBN: 978-3-433-02983-1
The 1997 edition of EBGEO presented the profession with recommendations for designing and analysing earth structures using geosynthetic reinforcements. It adopted the partial safety factor concept used in geotechnical standards, which was then still being developed, more or less in its entirety. The introduction of the 2005 edition of DIN 1054 as part of the body of legally binding building regulations and the associated European regulations made it necessary to revise EBGEO. In addition, unification of the various analysis approaches was necessary to keep pace with fundamental product developments and new applications.
These were implemented exhaustively by the members and guests of the German Geotechnical Society’s (Deutsche Gesellschaft für Geotechnik e. V. (DGGT)) Working Group AK 5.2 ‘Analysis and Dimensioning of Soil Structures using Geosynthetic Reinforcements’ in innumerable meetings comprising both small and large groups. We would like to take this opportunity to say many thanks to all involved!
In addition to a thorough revision of the existing sections, where both practical construction experience and the most recent national and international research results have been incorporated, new sections covering:
– Reinforced Earth Structures over Point or Linear Bearing Elements,
– Foundation Systems Using Geotextile-encased Columns,
– Bridging Subsidence and
– Dynamic Actions on Geosynthetic-reinforced Systems were included.
Positive experience was gathered on a number of construction projects during the Recommendations’ compilation phase and their applicability confirmed – including on international projects. The Working Group also regards this edition of EBGEO as an intermediate stage, because in many cases it is still only possible to design in terms of individual components, but not in terms of the actual ‘soil/geosynthetic’ composite construction material. However, the latter represents the primary objective, which will be pursued by way of more research and monitoring measures on active construction projects.
EBGEO follows the tradition of similar DGGT recommendations such as the EAB (Recommendations on Excavations) or the Recommendations of the Working Group on Piles, which now represent established best practice. The user is referred to the Notes for the User with regard to the compulsory nature of these Recommendations (see Page XXI, taken from EAB (2006), 4th edition, Ernst & Sohn).
The German Geotechnical Society’s (Deutsche Gesellschaft für Geotechnik e. V. (DGGT)) Working Group AK 5.2 ‘Analysis and Dimensioning of Soil Structures using Geosynthetic Reinforcements’ asks you to send any suggestions and correspondence concerning further development of the Recommendations to the Chairman of AK 5.2 (see Page IV for address).
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Rectangular and Circular Mander Concrete Stress-Strain
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