02631nam 22004693 450 991100717810332120231224090317.097807844851940784485194(MiAaPQ)EBC31030381(Au-PeEL)EBL31030381(Exl-AI)31030381(CKB)29441615000041(EXLCZ)992944161500004120231224d2023 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierDesigning to the Strongest Ground Motions1st ed.Reston :American Society of Civil Engineers,2023.©2023.1 online resource (175 pages)ASCE Press SeriesPrint version: Malhotra, Praveen K. Designing to the Strongest Ground Motions Reston : American Society of Civil Engineers,c2023 Designing to the Strongest Ground Motions -- Contents -- Preface -- Acknowledgments -- Abbreviations, Acronyms, and Notation -- Chapter 1: Strongest Recorded Ground Motions -- 1.1 Introduction -- 1.2 Ground Motion Histories -- 1.3 Single-Degree-of-Freedom System -- 1.4 Deformation Response Spectrum -- 1.5 Pseudo-Acceleration Response Spectrum -- 1.6 Pseudo-Velocity Response Spectrum -- 1.7 Tripartite Plot of Response Spectrum -- 1.8 Acceleration-Deformation Response Spectrum -- 1.9 Acceleration-Deformation Response Spectra for Various Damping -- 1.10 Strongest Recorded Ground Motions -- 1.11 Cyclic Demand -- 1.12 Indirect Parameters of Ground Motion -- 1.13 Summary -- References -- Chapter 2: Comparison with Predicted Ground Motions -- 2.1 Introduction -- 2.2 San Francisco, California, Ground Motion -- 2.3 Hickman, Arkansas, Ground Motion -- 2.4 Discussion -- 2.5 Summary -- References -- Chapter 3: Seismic Characteristics of Buildings -- 3.1 Introduction -- 3.2 Three-Story Steel Special Moment Frame BuildingGenerated by AI.Author Praveen Malhotra explains how to design local structures to withstand the strongest ground motions.ASCE Press SeriesEarthquake resistant designGenerated by AIEarthquake engineeringGenerated by AIEarthquake resistant designEarthquake engineeringMalhotra Praveen K1228350MiAaPQMiAaPQMiAaPQBOOK9911007178103321Designing to the Strongest Ground Motions4389457UNINA