Seismic loads : guide to the seismic load provisions of ASCE 7-10 / / Finley A. Charney, Ph.D., F.ASCE, F.SEI |
Autore | Charney Finley Allan |
Pubbl/distr/stampa | Reston, Virginia : , : ASCE Press, , 2015 |
Descrizione fisica | 1 online resource (244 p.) |
Disciplina | 624.1/7620218 |
Soggetto topico |
Earthquake resistant design - Standards
Earthquake resistant design |
Soggetto genere / forma | Electronic books. |
ISBN |
1-68015-742-6
0-7844-7839-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Preface""; ""Abbreviations and Symbols""; ""Table of Conversion Factors""; ""Examples""; ""1. Risk Category""; ""2. Importance Factor and Seismic Design Category""; ""3. Site Classification Procedure for Seismic Design""; ""4. Determining Ground Motion Parameters""; ""5. Developing an Elastic Response Spectrum""; ""6. Ground Motion Scaling for Response History Analysis""; ""7. Selection of Structural Systems""; ""8. Combinations of Lateral Load-Resisting Systems""; ""9. Horizontal Structural Irregularities""; ""10. Vertical Structural Irregularities""
""11. Diaphragm Flexibility""""12. Structural Analysis Requirements""; ""13. Use of the Redundancy Factor""; ""14. Accidental Torsion and Amplifi cation of Accidental Torsion.""; ""15. Load Combinations""; ""16. Effective Seismic Weight (Mass)""; ""17. Period of Vibration""; ""18. Equivalent Lateral Force Analysis""; ""19. Drift and P-Delta Effects""; ""20. Modal Response Spectrum Analysis""; ""21. Modal Response History Analysis""; ""22. Diaphragm Forces""; ""Frequently Asked Questions""; ""Appendices""; ""A. Interpolation Functions""; ""B. Using the USGS Seismic Hazards Mapping Utility"" ""C. Using the PEER NGA Ground Motion Database""""References""; ""About the Author""; ""Index"" |
Record Nr. | UNINA-9910460222203321 |
Charney Finley Allan | ||
Reston, Virginia : , : ASCE Press, , 2015 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Seismic loads [[electronic resource] ] : guide to the seismic load provisions of ASCE 7-05 / / Finley A. Charney |
Autore | Charney Finley Allan |
Pubbl/distr/stampa | Reston, VA, : ASCE Press, c2010 |
Descrizione fisica | 1 online resource (248 p.) |
Disciplina | 624.1762 |
Soggetto topico |
Earthquake resistant design - Standards
Earthquake resistant design |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7318-8 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Contents""; ""Preface""; ""Abbreviations and Symbols""; ""Table of Conversion Factors""; ""Examples""; ""1. Occupancy Category""; ""2. Importance Factor and Seismic Design Category""; ""3. Site Classification Procedure for Seismic Design""; ""4. Determining Ground Motion Parameters""; ""5. Developing an Elastic Response Spectrum""; ""6. Ground Motion Scaling for Response History Analysis""; ""7. Selection of Structural Systems""; ""8. Combinations of Lateral Load Resisting Systems""; ""9. Horizontal Structural Irregularities""; ""10. Vertical Structural Irregularities""
""11. Diaphragm Flexibility""""12. Structural Analysis Requirements""; ""13. Determining the Redundancy Factor""; ""14. Accidental Torsion and Amplification of Accidental Torsion""; ""15. Load Combinations""; ""16. Effective Seismic Weight (Mass)""; ""17. Period of Vibration""; ""18. Equivalent Lateral Force Analysis""; ""19. Drift and P-Delta Effects""; ""20. Modal Response Spectrum Analysis""; ""21. Diaphragm Forces""; ""Frequently Asked Questions""; ""Appendixes""; ""A. Interpolation Functions""; ""B. Using the USGS Seismic Hazards Mapping Utility""; ""C. Using the PEER NGA Database"" ""References""""Index""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""L""; ""M""; ""N""; ""O""; ""P""; ""R""; ""S""; ""T""; ""U""; ""V""; ""About the Author"" |
Record Nr. | UNINA-9910458716603321 |
Charney Finley Allan | ||
Reston, VA, : ASCE Press, c2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|