1 |
Bachman, K., Kennedy, R. and Porter, K. (2006), "Developing Fragility Functions for Building components for ATC-58", Applied Technology Council.
|
2 |
Ju, B.S., Taninada, S.T. and Gupta, A. (2011), "Fragility analysis of threaded T-joint connections in hospital piping systems", Proceedings of the ASME 2011 Pressure Vessel and Piping Division Conference, Baltimore, Maryland, USA.
|
3 |
Pagnini, L.C., Vicente, R., Lagomarsino, S. and Varum, H. (2011), "A mechanical model for the seismic vulnerability assessment of old masonry buildings", Earthquakes and Structures, 2(1), 25-42.
DOI
ScienceOn
|
4 |
SMACNA (2003), Seismic Restraint Manual Guidelines for Mechanical Systems, Sheet Metal and Air Conditioning Contractors, National Association, Inc.
|
5 |
ASME (2004), Rule for Construction of Nuclear Facility Components, ASME Boiler and Pressure Vessel Code, Section III, American Society of Mechanical Engineers.
|
6 |
Bachman, R., Bonowitz, D., Caldwell, P.J., Filiatrault, A., Kennedy, R.P., McGavin, G., and Miranda, E. (2004), "Engineering Demand Parameters for Nonstructural Components", ATC-58 Project Task Report-ATC, Redwood City, California.
|
7 |
Kircher, C.A. (2003), "It makes dollars and sense to improve nonstructural system performance", Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities, ATC-29-2, Newport Beach, California.
|
8 |
Dow, J. (2010), "Testing and Analysis of Iron and Plastic T-joint in Sprinkler Systems", NEESR-GC: "Simulation of the Seismic Performance of Nonstructural Systems", http://nees.org/site/oldnees/filedir_2/REU2009_Dow_Paper.pdf
|
9 |
Ghosh, J. and Padgett, J.E. (2012), "Impact of multiple component deterioration and exposure conditions on seismic vulnerability of concrete bridges", Earthquakes and Structures, 3(5), 649-673.
DOI
ScienceOn
|
10 |
Kafali, C. and Grigoriu, M. (2003), "Fragility analysis for nonstructural systems in critical facilities", Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities, ATC-29-2, Newport Beach, California.
|
11 |
Maragakis, E., Itani, A. and Goodwin, E. (2003), "Seismic behavior of welded hospital piping systems", Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities, ATC-29-2, Newport Beach, California.
|
12 |
Mazzoni, S., Mckenna, F., Scott, M. H., Fenves, G. et al. (2006), "OpenSees Command Language Manual", OpenSees, 2006, http://opensees. berkeley.edu/.
|
13 |
NFPA-13 (2007), Standard for the installation of Sprinkler System, National Fire Protection Association, MA, 2007 Edition.
|
14 |
OpenSees (2011), Open System for Earthquake Engineering Simulation, http://opensees. berkeley.edu/.
|
15 |
PEER-NRG NGA (2009), Pacific Earthquake Engineering Research Center: NGA Database, http://peer.berkeley.edu/nga/.
|
16 |
Wood, R.L. and Hutchinson, T.C. (2011), "Effects of ground motion scaling on nonlinear higher mode building response", Structural Systems Research Project Report Series, Department of Structural Engineering, University of California, San Diego, La Jolla, California.
|
17 |
Reitherman, R. and Sabol, T.A. (1995), "Northridge earthquake of January 17, 1994: reconnaissance reportnonstructural damage", Earthquake Spectra, EERI, 11, 453-514.
DOI
|
18 |
Reitherman, R. (2009), "Nonstructural Earthquake Damage", Construction of University for Research in Earthquake Engineering (CUREE), http://www.curee.org/image_gallery/calendar/essays/2010-CUREE_excerpt.pdf.
|