Performance-Based Earthquake Engineering - PEER - University of ...
Performance-Based Earthquake Engineering - PEER - University of ... Performance-Based Earthquake Engineering - PEER - University of ...
sicut natura terre mee vel generis animo levis, ita et ingenio extiti et ad litteratoriam disciplinamfacilis.22a 2 + b = c(1.1)Patrem autem habebam litteris aliquantulum imbutum antequam militari cinguloinsigniretur; unde postmodum tanto litteras amore complexus est, ut quoscumque filios haberet,litteris antequam armis instrui disponeret.Table 1.1 Table title for reportsPatrem autem habebam litteris aliquantulum imbutum antequam militari cinguloinsigniretur; unde postmodum tanto litteras amore complexus est, ut quoscumque filios haberet,litteris antequam armis instrui disponeret .Fig. 1.1 Shaking table test for geotechnical project2
REFERENCESAbove all, be consistent. For example, don’t combine uppercase with lowercase style ofcapitalization: use one or the other. The following examples in the technical, or “down,” style ofcapitalization are typical entries for a (a) journal, (b) book or monograph, (c) report, (d) paperfrom a proceedings, and (e) chronological ordering of works by the exact same author(s). In thisstyle, titles of journals and proceedings, (and proper nouns) are capitalized.(a) Anderson, J. C., and V. V. Bertero. 1987. Uncertainties in establishing design earthquakes. J.Structural Engineering 113(8): 1709–24.(b) Clough, R. W., and J. Penzien. 1993. Dynamics of structures. New York: McGraw-Hill, Inc.(c) Gilani, A. S., A. S. Whittaker, G. L. Fenves, and E. Fujisaki. 1998. Seismic evaluation of 196kV porcelain transformer bushings. Report PEER 1998/02. Berkeley, Calif.: Pacific EarthquakeEngineering Research Center, University of California.(d) Hamburger, R. O. 1996. Implementing performance-based seismic design in structuralengineering practice. In Eleventh World Conference on Earthquake Engineering, Acapulco,Mexico, 1425. New York: Elsevier Science Ltd.(e) Makris, N., and S. P Chang. 2000. Response of damped oscillators to cycloidal pulses. J.Engineering Mechanics 126(2): 123–31.Makris, N., and S. P. Chang. 1998. Effect of damping mechanisms on the response of seismicisolated structures. Report PEER 1998/06. Berkeley, Calif.: University of California.3
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- Page 3 and 4: ABSTRACTThe abstract should be not
- Page 5 and 6: CONTENTSABSTRACT...................
- Page 7 and 8: LIST OF FIGURESFig. 2.1Fig. 2.2Fig.
- Page 9: LIST OF TABLESTable 1.1Joint design
- Page 15: Appendix A:Building Performance in
REFERENCESAbove all, be consistent. For example, don’t combine uppercase with lowercase style <strong>of</strong>capitalization: use one or the other. The following examples in the technical, or “down,” style <strong>of</strong>capitalization are typical entries for a (a) journal, (b) book or monograph, (c) report, (d) paperfrom a proceedings, and (e) chronological ordering <strong>of</strong> works by the exact same author(s). In thisstyle, titles <strong>of</strong> journals and proceedings, (and proper nouns) are capitalized.(a) Anderson, J. C., and V. V. Bertero. 1987. Uncertainties in establishing design earthquakes. J.Structural <strong>Engineering</strong> 113(8): 1709–24.(b) Clough, R. W., and J. Penzien. 1993. Dynamics <strong>of</strong> structures. New York: McGraw-Hill, Inc.(c) Gilani, A. S., A. S. Whittaker, G. L. Fenves, and E. Fujisaki. 1998. Seismic evaluation <strong>of</strong> 196kV porcelain transformer bushings. Report <strong>PEER</strong> 1998/02. Berkeley, Calif.: Pacific <strong>Earthquake</strong><strong>Engineering</strong> Research Center, <strong>University</strong> <strong>of</strong> California.(d) Hamburger, R. O. 1996. Implementing performance-based seismic design in structuralengineering practice. In Eleventh World Conference on <strong>Earthquake</strong> <strong>Engineering</strong>, Acapulco,Mexico, 1425. New York: Elsevier Science Ltd.(e) Makris, N., and S. P Chang. 2000. Response <strong>of</strong> damped oscillators to cycloidal pulses. J.<strong>Engineering</strong> Mechanics 126(2): 123–31.Makris, N., and S. P. Chang. 1998. Effect <strong>of</strong> damping mechanisms on the response <strong>of</strong> seismicisolated structures. Report <strong>PEER</strong> 1998/06. Berkeley, Calif.: <strong>University</strong> <strong>of</strong> California.3
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