Finite element analysis of steel beam to column connections subjected to blast loads
Author: Tapan Sabuwala, Daniel Linzell, Theodor Krauthammer | Size: 0.67 MB | Format:PDF | Quality:Original preprint | Publisher: International Journal of Impact Engineering Volume 31, Issue 7 | Year: August 2005 | pages: 861–876
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Experimental and numerical analysis of single-lap joints for the automotive industry
Author: L.D.R. Grant, R.D. Adams, Lucas F.M. da Silva | Size: 1.1 MB | Format:PDF | Quality:Original preprint | Publisher: International Journal of Adhesion and Adhesives Volume 29, Issue 4 | Year: June 2009 | pages: 405–413
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Journal of Constructional Steel Research - Requested papers
Numerical analyses of steel beam–column joints subjected to catenary action
Author: Bo Yang, Kang Hai Tan | Size: 2.63 MB | Format:PDF | Quality:Original preprint | Publisher: Journal of Constructional Steel Research, Volume 70 | Year: March 2012 | pages: 1–11 | ISBN: 0143-974X
The finite element analysis of the ultimate behavior of thin-walled carbon steel bolted connections
Author: TaeSoo Kima, HaYoung Jeong, Taejun Cho | Size: 8.6 MB | Format:PDF | Quality:Original preprint | Publisher: Journal of Constructional Steel Research Volume 67, Issue 7 | Year: July 2011 | pages: 1086–1095
Finite element analysis and experimental study on high strength bolted friction grip connections in steel bridges
Author: Yong-hui Huanga, Rong-hui Wang, Jin-hua Zou, Quan Gan | Size: 8.6 MB | Format:PDF | Quality:Original preprint | Publisher: Journal of Constructional Steel Research Volume 66, Issue 6 | Year: June 2010 | pages: 803–815
All three papers
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Non-linear Cyclic Behavior of Frames
Non-linear Cyclic Behavior of Walls
Behaviour of Reinforced-Concrete Structures
Behaviour of Columns
Behaviour under combined bending (moment and shear)
and axial forces: The rc-beam-column
Short column
Frame Corners ETC. ETC...
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Reinforced masonry
Confined masonry
Base Isolation
Tendon System
Pagoda System
Seismic Control in Bridges
Hyde System:
• A plastic rigid body motion in
a seismic link controlled by
stiff-plastic devices
• Suitable for retrofitting soft storey
structures
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SUITABLE CONTROL DEVISES/MECHANISM TO CONTROL STRUCTURAL RESPONSE DUE TO DYNAMIC LOADING
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BIPS 09: The Urban Blast Tool (UBT) Blast Load Effects in Urban Canyons: A New York City Study
Author: Homeland Security, Science and Technology | Size: NA MB | Format:HTML | Quality:Original preprint | Publisher: Department of Homeland Security (DHS), Science and Technology (S&T) Directorate, Infrastructure | Year: NA | pages: NA
BIPS 09: The Urban Blast Tool (UBT) Blast Load Effects in Urban Canyons: A New York City Study
The Urban Blast Tool (UBT) quantifies the effects of blast in urban environments, including the influence of buildings on blast pressures propagating from explosions located in urban settings. The
tool also quantifies the potential for these blast pressures to damage primary structural members of buildings and accounts for the sensitivity of several common building design types to progressive
collapse due to damage of key support members. Finally, the tool evaluates the likelihood that blast pressures may damage building equipment needed for Emergency Evacuation, Rescue and Recovery (EERR) operations.
The current version of the UBT was designed for the NYC Financial District and has already been deployed to a 24/7 organization in Manhattan. Future UBTs are being designed for NYC MidManhattan,
downtown Chicago, and Washington, D.C. Expanded versions will incorporate more detailed collapse prediction algorithms and data fields that can be entered for each building within the studied area to accommodate building specific performance characteristics. These fields will identify the location of the different emergency and response systems and structural details that influence the potential for progressive collapse. In addition, a generic version of the UBT for use in a wide range of U.S. cities is under development. The current version of the UBT is classified as secret. People with appropriate security clearance can request access to the tool by writing to: [email protected].
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BIPS 10: High Performance Based Design for the Building Enclosure
Author: Homeland Security, Science and Technology | Size: 9.07 MB | Format:PDF | Quality:Original preprint | Publisher: Department of Homeland Security (DHS), Science and Technology (S&T) Directorate, Infrastructure | Year: November 2011 | pages: 349
Buildings and Infrastructure Protection Series
High Performance
Based Design for the
Building Enclosure
A Resilience Application Project Report
BIPS 10 /November 2011
This Technical Report describes a project performed by the National
Institute of Building Sciences (Institute) in partnership with the
U.S. Department of Homeland Security (DHS) to address High
Performance Based Design for the Building Enclosure (HPBDE). The
Institute convened an expert team to develop a method for analyzing
multiple performance objectives early in the project planning process.
This method allows building owners to optimize their investments in
building security, along with safety, energy conservation, environmental
footprint and durability, in addition to evaluating the resulting
risk and resilience of a proposed project. The model of performance
developed by the Project Team was integrated within an online software
program specifically focused on establishing Owner Performance
Requirements (OPR).The OPR Tool provides project planners with a
previously unavailable resource for selecting and documenting performance
goals for a project. This first-phase effort, limited to enclosure
systems for new office buildings, lays the technical foundation and software
framework for expanding the approach in later phases to address
retrofit of enclosure systems, as well as moving on to cover the whole
building and additional building types.
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