文档介绍：*Members of ACI 350 Seismic Design mittee who prepared this S. HanskatChairmanLawrence M. Tabat*SecretaryNicholas A. Legatos*mittee ChairmanAndrew R. Philip*mittee SecretaryJames P. ArchibaldA. Ray FranksonDov zkyDavid M. RogowskyJon B. Ardahl*Anand B. Gogate*M. Reza Kianoush*Satish K. SachdevWalter N. tWilliam J. Hendrickson*David G. KittridgeWilliam C. Schnobrich*Steven R. CloseJerry A. HollandLarry G. Mrazek*Sudhaker P. VermaAshok K. Dhingra*William J. IrwinJerry ParnesRoger H. WoodAnthony L. FelderVoting mittee MembersOsama Abdel-Aai*Clifford T. EarlyJack MollWilliam C. Sherman*John BakerClifford GordonCarl H. MoonLauren A. SusticPatrick J. Creegan*Paul HedliJaveed A. Munshi*Lawrence J. ValentineDavid A. CrockerKeith W. JacobsonTerry PatziasMiroslav VejvodaErnst T. CviklDennis C. KohlNarayan M. PrachandPaul zkyRobert E. DoyleBryant MatherJohn F. SeidenstickerSeismic Design of Liquid-Containing Concrete Structures (ACI -01) mentary (-01)REPORTED BY MITTEE mittee 350Environmental Engineering Concrete StructuresSEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE -1Seismic Design of Liquid-ContainingConcrete Structures (ACI -01) mentary (ACI -01)REPORTED BY MITTEE 350This standard prescribes procedures for the seismicanalysis and design of liquid-containing concrete struc-tures. These procedures address the “loading side” ofseismic design and shall be used in accordance with ACI350-01/ACI 350R-01, Chapter : circular tanks; concrete tanks; ponent; earth-quake resistance; environmental concrete structures; ponent;liquid-containing structures; rectangular tanks; seismic resistance; slosh-ing; storage following outline highlights the development of thisdocument and its evolution to the present format:?From the time it embarked on the task of developing an“ACI 318-dependent” code, Committee 350 decided toexpand on and supplement Chapter 21, “Special Provi-sions for Seismic Design,” in or