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National Cooperative Highway Research Program Report 12-49, 2002 PCI Bridge Design Manual, 15 Seismic Design Priestley, MJN, Seible F and Y H Chai, Design Guidelines for Assessment, Retro t, and Repair of Bridges for Seismic Performance, SSRP 92-01, August 1992, p 33 Seed, H B and I M Idriss, Simpli ed Procedure for Evaluating Soil Liquefaction Potential, Journal of Soil Mechanics and Foundations Division, Vol 97, SM 9, pp 1249 1273 Seed, H B, et al, In uence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Journal of Geotechnical Engineering, Vol 111, No 12, December 1985, pp 1425 1445 Seismic Analysis of Bridges 1998, SEISAB software, Imbsen Associates, CA, 1996 Seismic Design for Railway Structures, American Railway Engineering and Maintenance-of-Way Association (AREMA, 2002), 9 Seismic Design of Bridges, Prepared by Berger/Abam Engineers Inc, National Cooperative Highway Research Program, NCHRP 12-49, July 2001.

Seismic Energy Products, Earthquake Protection Products, Athens, Texas Seismic Isolation of American River Bridge, Earthquake Protection Systems, Inc, Richmond, CA Seismic Retro tting Manual for Highway Bridges, 1994, FHWA Contract DTFH61-92-C-00106, p 22 Setting the Standard in Earthquake Protection, DIS, Lafayette, CA Structural Analysis and Design, STAAD-PRO software 2002, Research Engineers Inc, CA Structural Engineering Institute, Denver, 2002 and Seattle, 2003 Proceedings of Structural Congress University of Central Florida and Dept of Civil and Environmental Engineering, University of California Berkeley Villaverde, Roberto, Fundamental Concepts of Earthquake Engineering, CRC Press, 2008 Williams, Alan, Seismic Design of Buildings and Bridges, Oxford University Press, 2003 Wilson, C A, New Deformation Patterns Improve Bond of Reinforcing Bars, Civil Engineering, March 1951, pp 34 37 Yen, W Phillip, John D O Fallon, James D Cooper and Jeffrey J F Ger, Missouri Department of Transportation Yost, J R, S Ratanalert and R.

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7. Which statement is most true A. The sodium-potassium pump is an active transport membrane. B. The sodium-potassium pump is a protein. C. The sodium-potassium pump is an ion channel. D. The sodium-potassium pump is a passive transport protein. 8. What role does cholesterol play in membranes a. it decreases membrane fluidity. B. it increases membrane rigidity. c. it creates steric restrictions on phospholipid movement within the fluid mosaic. D. all of the above e. none of the above 9. Why does the presence of unsaturated lipids lower the melting temperature of liposomes A. The double bonds stiffen the hydrocarbon chains; this spreads the lipids apart and reduces dispersion forces. B. The double bonds are easier to melt because of a more favorable contribution to the Gibbs energy change. c. Liposomes don t melt. D. The double bonds reduce the cooperativity of the phase transition by synchronizing the charge fluctuations of the phospholipid head groups. 10. What happens to the heat capacity when lipids undergo a phase transition from the gel state to the liquid crystal state a. nothing. B. The heat capacity rises sharply because the heat capacity of the liquid crystal state is higher than that of the gel state. C. The apparent heat capacity rises during the transition, as energy is used to disrupt dispersion forces, and then falls when the transition is complete. D. The heat capacity makes a favorable contribution to the Gibbs energy change of bilayer formation.

By default, the system uses printer names and ports that are qualified by the session ID, so they will be unique to a particular session. If set, this flag causes old-style printer and port names derived only from the client name to be used. Although less secure, this setting is useful for applications that expect the old-style printer names to be used.

Rasnasinghe, Seismic Analysis and Design of Continuous Prestressed Concrete Bridges, ASCE Proceedings, 2002..

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