Dynamic Waves in Civil Engineering: Proceedings of a Conference Organized by the Society for Earthquake and Civil Engineering Dynamics, Held at University College of Swansea on 7-9 July 1970
Wiley-Interscience, 1971 - Buildings - 575 pages
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The Historical Background of the Applied Mathematics
Source Mechanisms and Fracture Produced Wave Sources
28 other sections not shown
acceleration accelerograms amplitude analysis applied approach assumed blasting body building calculated changes characteristics components concrete considerable considered corresponding crack damage damping dependent depth determined developed direction displacement distance distribution dynamic earthquake effect elastic energy Engineering equation factor failures figure fluid forces frequency function given greater ground horizontal important increase indicate initial interaction limit linear loading mass maximum mean measurements mechanism method mode motion natural normal observed obtained occur oscillations parameters period position possible predicted present pressure problem Proc propagation range ratio recording reference relative Research resonance response rock runup sand seismic shear shown shows significant slope soil solution spectrum speed Station strain stress structure surface tests theory unit University values velocity vertical vibration wave height wind