引文
[1]Englekirk,RobertE..OverviewofPCIWorkshoponEffectiveUseofPrecastConcreteforSeismicResistance[J].PCIJOURNAL,V.31,No.6.November-December1986,pp.48-58.
[2]Englekirk,RobertE..AnAnalyticalApproachtoEstablishingtheSeismicResistanceAvailableinPrecastConcreteFrameStructures[J].PCIJOURNAL,V.34,No.1,January-February1989,pp.92-101.
[3]Englekirk,RobertE..SeismicDesignConsiderationsforPrecastConcreteMultistoryBuildings[J].PCIJOURNAL,V.35,No.3,May-June1990.pp.40-51.
[4]Fintel,Mark.DuctileShearWallsinEarthquakeResistantMultistoryBuildings[J].ACIJournal,ProceedingsV.71,No.6,June1974,pp.296-305.
[5]Fintel,Mark.PerformanceofPrecastConcreteStructuresDuringRumanianEarthquakeofMarch4,1977[J].PCIJOURNAL,V.22,No.2,March-April1977,pp.10-15.
[6]Fintel,Mark.ModernConcreteStructuresSurviveRomanianEarthquake[J].CivilEngineering-ASCE,V.48,No.10,October1978,pp.80-81.
[7]Fintel,Mark.PerformanceofPrecastandPrestressedConcreteinMexicoEarthquake[J].PCIJOURNAL,V.31.No.1,January-February1986,pp.18-42.(SeealsoDiscussioninNovember-December1986PCIJOURNAL,pp.143-144.)
[8]Hawkins,NeilM..StateoftheArtReportonSeismicResistanceofPrestressedandPrecastConcreteStructures[J].PCIJOURNAL:V.22,No.6,November-December1977,pp.80-110,andV.23,No.1,January-February1978,pp.40-58.
[9]Hawkins,NeilM..PrecastConcreteConnections[A].Proceedings,U.S.-PRCWorkshop[C].1981,pp.28-42.
[10]Iverson,JamesK..FirstImpressionsofEarthquakeDamageinSanFranciscoArea[J].PCIJOURNAL,V.34,No.6,November-December1989,pp.108-124.
[11]Scanlon,Andrew,andKianoush,RezaM..BehaviorofLargePanelPrecastCoupledWallSystemsSubjectedtoEarthquakeLoading[J].PCIJOURNAL,V.33,No.5,September-October1988,pp.124-151.
[12]Seckin,M.,andFu,H.C..Beam-ColumnConnectionsinPrecastReinforcedConcreteconstruction[J].ACIStructuralJournal,V.87,No.3,May-June1990,pp.252-261.