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SSA 2012 Annual Meeting AnnouncementSeismological Society of AmericaTechnical Sessions17–19 April 2012 (Tuesday–Thursday)San Diego, CaliforniaIMPORTANT DATESTravel Grant Deadline 30 November 2011Abstract Submission Deadline 11 January 2012Program w/Abstracts Online 24 February 2012Meeting Pre-registration Deadline 9 March 2012Hotel Reservation Cut-Off 24 March 2012Online Registration Cut-Off 6 April 2012SSA Annual Meeting AnnouncementPROGRAM COMMITTEEMeeting ContactsTechnical Program Co-ChairsDavid Oglesby and Raul Castro2012Program@seismosoc.orgAbstract SubmissionsJoy TroyerSeismological Society of America510.559.1784joy@seismosoc.orgRegistrationSissy StoneSeismological Society of America510.559.1780sissy@seismosoc.orgExhibitsKatie KadasSeismological Society of America510.559.1783katie@seismosoc.orgPress RelationsNan BroadbentSeismological Society of America408-431-9885nan0604@msn.comCALL FOR PAPERSAbstract Deadline: Tuesday, 11 January 2012. Electronic submissionsrequired. Instructions will be available on the SSAWeb site at www.seismosoc.org/meetings/ on 1 December2011.MEETING INFORMATIONRegistrationRegistration information will be published in the January andMarch issues of SRL and will be available online beginning 1January 2012.Preliminary SchedulePlease note that this year the technical sessions start on Tuesdayrather than on Wednesday as in recent years and the sessions endon Thursday. The field trip will be held on Friday. Events will beheld at the Town and Country Resort and Convention Centerin the Mission Valley area of San Diego, California.Monday, 16 AprilBoard of Directors Meeting (9am–5pm)Registration (3pm–8pm)Icebreaker (6pm–8pm)Tuesday, 17 AprilTechnical Sessions (8am–6pm)Annual Luncheon (12pm–2pm)Town Hall Meeting (7pm–9 pm)966 Seismological Research Letters Volume 82, Number 6 November/December 2011 doi: 10.1785/gssrl.82.6.966
Wednesday, 18 AprilTechnical Sessions (8am–5pm)Lunch (12pm–1pm)Joyner Lecture & Reception (6pm–8pm)Thursday, 19 AprilTechnical Sessions (8am–5pm)Lunch (12pm–1pm)Friday, 20 AprilField TripsThis schedule is subject to change.HOTEL INFORMATIONTown and Country Resort and Convention CenterThe Town and Country, a beautiful garden-filled resort,includes five restaurants, two swimming pools and a day spa.It is next door to a championship golf course and just minutesfrom downtown, Old Town, and other attractions via trolley.By making your reservation from this URL, you will beinsured the SSA conference rate. https://resweb.passkey.com/Resweb.do?mode=welcome_ei_new&eventID=3640472Reasons to Stay at the Town and CountryWhen you stay at the conference hotel, you not only stay atthe most convenient location for the meeting, you help theSeismological Society. The hotel gives us a significant discounton our meeting rooms and food if we book a certain number ofguest rooms. We base the price of meeting registration on makingthat number. If we don’t meet that projection, SSA losesmoney on the meeting and our ability to serve our membersis reduced. This year we have negotiated an affordable roomrate and complimentary in-room Internet. We have blockedrooms in the nicest part of the hotel. Of course, you can stay atother hotels nearby, but you will have to pay for parking at theTown and Country (around $20/day), your room will not beas convenient, and you won’t have the satisfaction of knowingthat your room reservation is helping make the SSA AnnualMeeting a financial success.TRAVEL GRANTSModest travel grants are available to help defray some of thecosts for international SSA members and student SSA memberswho wish to attend the annual meeting in San Diego. Theapplication deadline is 30 November 2011.EligibilityAll grant recipients must be SSA members current through2012.• The International Travel Grant is available to SSA memberswho must travel from outside the US to attend theSSA meeting.• The Student Travel Grant is available to SSA student memberswho must travel more than 500 km (310 miles) toattend the meeting.• The ESC/SSA Travel Grant is available to any student travelingfrom a member-state of the European SeismologicalCommission. This grant is provided under a cooperativeagreement between SSA and ESC.All grant recipients must present their work in either an oral orposter session at the meeting.ApplicationTo apply for any of these awards, please submit an applicationelectronically via the online form at http://www.seismosoc.org/meetings/2012/travel_grants/. The application shouldstate which award you are applying for, provide reasons whyyou are a good candidate for the award, and include the text ofthe abstract for your presentation.DeadlineApplications must be received by SSA no later than 30 November2011. Applicants will be notified about their award status by4 January 2012, one week before the SSA deadline for abstractsubmission. The awards will be announced and the checks presentedat the Annual Luncheon during the SSA meeting.MembershipTo ensure that your membership is current, please renew yourmembership by logging into the members area of the SSA website(http://www.seismosoc.org/members). For more information,contact meetings@seismosoc.org.Seismological Research Letters Volume 82, Number 6 November/December 2011 967
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Volume 82, Number 6 November/Decemb
Page 7:
News and Notes (continued)Nominatio
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Preface to the Focused Issue on the
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TABLE 1Peak ground acceleration (PG
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▲▲Figure 2. A) Sketch of the
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▲▲Figure 4. A) Adopted moment r
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▲▲Figure 7. As in Figure 6 but
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▲ ▲ Figure 8. Misfit parameters
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▲ ▲ Figure 10. Spatial variabil
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▲ ▲ Figure 12. Standard spectra
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Quigley, M., R. Van Dissen, P. Vill
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slip on a 59-degree striking fault
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▲▲Figure 4. Convergence of inve
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observations and other source studi
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-42. 5-43. 0-43. 5-44. 0-44. 5-43.2
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“Product CSK © ASI, (ItalianSpac
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TABLE 2Solutions for fault location
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-43.45(A)degrees N-43.50-43.552.52.
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is still a good fit to the horizont
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Coulomb Stress Change Sensitivity d
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mation takes on a larger strike-sli
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P 9.4267BLDU45P 20.1213CASY39P 2.62
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ERMJNUMAJOINUJHJ2CBIJMIDWJOWYHNBTPU
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(A)6.146.13(B)6.246.36Misfit6.156.1
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(A)(B)(C)(D)▲▲Figure 10. The co
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(A)(B)(C)(D)▲▲Figure 12. The co
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Luo, Y., Y. Tan, S. Wei, D. Helmber
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−44˚00' −43˚00'4-Sep-2010Mw 7
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TABLE 1Pairs of SAR imagery used in
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Depth (km)Coulomb Stress Change(bar
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Crippen, R. E. (1992). Measurement
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AlpineFaultHope Fault38 mm/yr0+ +-1
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σ 1dσ 3Nuσ 3CM w 7.1dw 6.2u70°M
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Right-lateral Faults(A) Range Front
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DISCUSSIONThe 2010-2011 Canterbury
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Large Apparent Stresses from the Ca
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▲ ▲ Figure 2. Observed vs. pred
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10Obs SA(1s)AS1AS+SDAB 2006AB+SDSA(
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Fine-scale Relocation of Aftershock
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−43.25°OXZ0 10 20km−43.5°−4
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A’0 km 4 8−43.5°B’B−43.6°
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REFERENCESAvery, H. R., J. B. Berri
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▲ ▲ Figure 2. A) shows three-co
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▲ ▲ Figure 4. Vertical accelera
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0.8PRPC Z0.40Normalized (Max PGA +
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Near-source Strong Ground MotionsOb
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(A)Magnitude, M w876542009 NZdataba
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Scale0.5 g5 seconds▲▲Figure 4.
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(A)(B)Spectral Acc, Sa (g)North/Wes
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Vertical-to-horizontal PGA ratio543
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(A)(B)Station:CCCCSolid:AvgHorizDas
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REFERENCESAagaard, B. T., J. F. Hal
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▲ ▲ Figure 1. Shear-wave veloci
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Spectral Acceleration (0.3 s), (g)I
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Spectral Acceleration (3 s), (g)In[
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TABLE 1Mean (μ LLH ) and standard
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Strong Ground Motions and Damage Co
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ings and the Modified Takeda-Slip M
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high, but there were no buildings d
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REFERENCES▲▲Figure 8. Heavily d
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(A)(B)(C)(D)(E)▲▲Figure 1. A) M
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(A) (B) (C)▲ ▲ Figure 3. A) Typ
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(A) (B) (C)▲ ▲ Figure 4. A) Typ
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Case StudyKey ParametersTABLE 1Key
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▲ ▲ Figure 9. Representative bu
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Soil Liquefaction Effects in the Ce
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▲ ▲ Figure 2. Representative su
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Location of structures illustrated
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Shading indicates areaover which pr
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1.8 deg15 cmGround cracking due to
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30 cm17 cm30 cmFoundation beam▲
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Comparison of Liquefaction Features
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(A)(B)▲▲Figure 2. A) Simplified
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(A)Acceleration (Gal)6004002000-200
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(A)(B)▲▲Figure 7. Distribution
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(A)(B)▲▲Figure 10. Damage to a
Page 161 and 162: (A)(B)▲ ▲ Figure 14. A) Subside
Page 163 and 164: ▲▲Figure 17. A trench in a resi
Page 165 and 166: Ambient Noise Measurements followin
Page 167 and 168: ▲▲Figure 1. Location of the noi
Page 169 and 170: ▲▲Figure 5. Site N20 showing HV
Page 171 and 172: ▲▲Figure 8. Comparison between
Page 173 and 174: Use of DCP and SASW Tests to Evalua
Page 175 and 176: ▲ ▲ Figure 2. Aerial image of C
Page 177 and 178: (A)(B)▲▲Figure 4. DCP test bein
Page 179 and 180: ▲▲Figure 7. SASW setup at a sit
Page 181 and 182: where X ~ N(μ X , σ X 2 ) is shor
Page 183 and 184: Using the same critical layers as s
Page 185 and 186: Performance of Levees (Stopbanks) d
Page 187 and 188: ▲▲Figure 3. Typical geometry an
Page 189 and 190: TABLE 1Damage severity categories (
Page 191 and 192: (A)(B)▲▲Figure 6. A) Large sand
Page 193 and 194: (A)(B)▲▲Figure 8. A) Representa
Page 195 and 196: each of the Waimakariri River and a
Page 197 and 198: ▲ ▲ Figure 2. Horizontal peak g
Page 199 and 200: only minor damage, mostly to their
Page 201 and 202: (A)(C)(B)▲▲Figure 5. Ferrymead
Page 203 and 204: (A)(B)▲▲Figure 7. Damage to sou
Page 205 and 206: (A)(B)▲▲Figure 11. Settlement o
Page 207 and 208: (A)(C)(B)▲▲Figure 14. Railway B
Page 209 and 210: Events Reconnaissance (GEER) Associ
Page 211: New PublicationsCanGeoRefThe Americ
Page 215 and 216: Verification of a Spectral-Element
Page 217 and 218: EASTERN SECTIONRESEARCH LETTERSReas
Page 219 and 220: (A)70°N100°W 60°W70°N(B)100°E1
Page 221 and 222: Mongolia SCRThe presence or absence
Page 223 and 224: the small horizontal relative motio
Page 225 and 226: 80°100°120°140°EXPLANATIONBorde
Page 227 and 228: Chang, K. H. (1997). Korean peninsu
Page 229 and 230: Wheeler, R. L. (2008). Paleoseismic
Page 231 and 232: A significant outcome of this study
Page 233 and 234: TABLE 1 (continued)Earthquakes for
Page 235 and 236: ▲▲Figure 2. Earthquakes used in
Page 237 and 238: Meeting CalendarM E E T I N GC A L
Page 239 and 240: 201 Plaza Professional Bldg. • El
Page 241 and 242: Seismological Research Letters (SRL
Page 243 and 244: Christa von Hillebrandt-Andrade, Pr
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