A platform for research: civil engineering, architecture and urbanism
The structural analysis of a high-rise building subject to a theoretically produced earthquake is presented. The analysis has been performed with the building situated at three different locations relative to the earthquake epicenter. The building has also been excited using the 1940 El Centro earthquake record. The use of theoretical earthquake models provides local seismic loading levels for use in structural design. Results have been obtained using spectral analysis, modal superposition, and time-stepping.
The structural analysis of a high-rise building subject to a theoretically produced earthquake is presented. The analysis has been performed with the building situated at three different locations relative to the earthquake epicenter. The building has also been excited using the 1940 El Centro earthquake record. The use of theoretical earthquake models provides local seismic loading levels for use in structural design. Results have been obtained using spectral analysis, modal superposition, and time-stepping.
Dynamic Response of a High-Rise Building to Theoretically Produced Earthquake Ground Motion
J. Sweet (author)
1973
39 pages
Report
No indication
English
Effect of Earthquake Ground Motion Duration on the Seismic Response of a Low-Rise RC Building
DOAJ | 2020
|Design earthquake ground motion for dynamic analysis of building
British Library Conference Proceedings | 1996
|Response of High-Rise RC Building during 1995 Kobe Earthquake
British Library Conference Proceedings | 1997
|