The recorded strong motions at the Dam during the 1987 Whittier Narrows and 1991 Sierra Madre earthquakes provide a valuable opportunity to evaluate the applicability of established engineering procedures for evalauting the dynamic response of dams with highly three-dimensional geometries. In addition, these records provide an opportunity to back-calculate the dynamic properties of rockfill materials, which cannot be easily measured in the laboratory or in situ. Dam-canyon interaction and topographic effects appear to have influenced the seismic response of the dam significantly. Estimates of the in situ dynamic rockfill properties, including the modulus degradation relationship, are presented. -from Author
Theoretical methods for estimating the dynamic response and predicting the performance of modern roc...
Abstract: Sensitive structures such as large earth dams require continuous and real time information...
Analyses are presented of the anticipated earthquake performance of three generally similar earth da...
The recorded strong motions at the Dam during the 1987 Whittier Narrows and 1991 Sierra Madre earthq...
The 1987 Whittier Narrows earthquake (ML = 5.9) shook two dams, the Puddingstone and Cogswell dams, ...
Procedures for the three-dimensional (3-D) dynamic analysis of earth dams have been available for ov...
An investigation has been made of the effect of two earthquakes with Richter local magnitudes ML of ...
Procedures for the three-dimensional (3-D) dynamic analysis of earth dams have been available for ov...
Theoretical methods for estimating the dynamic response and predicting the performance ofmodern rock...
The topographical features of dam sites are in general, so complex that two dimensional finite eleme...
Stafford Dam, an approximately 79-ft high compacted earthfill founded on stream alluvium approximate...
In this study of an earth dam, a rational procedure is developed to estimate its dynamic soil proper...
An investigation has been made to analyze observations of the effect of two earthquakes (with M L= 6...
Full-scale experimentally determined dynamic characteristics of an earth dam determined from imposed...
Two case studies from engineering practice are presented to demonstrate how useful a sophisticated f...
Theoretical methods for estimating the dynamic response and predicting the performance of modern roc...
Abstract: Sensitive structures such as large earth dams require continuous and real time information...
Analyses are presented of the anticipated earthquake performance of three generally similar earth da...
The recorded strong motions at the Dam during the 1987 Whittier Narrows and 1991 Sierra Madre earthq...
The 1987 Whittier Narrows earthquake (ML = 5.9) shook two dams, the Puddingstone and Cogswell dams, ...
Procedures for the three-dimensional (3-D) dynamic analysis of earth dams have been available for ov...
An investigation has been made of the effect of two earthquakes with Richter local magnitudes ML of ...
Procedures for the three-dimensional (3-D) dynamic analysis of earth dams have been available for ov...
Theoretical methods for estimating the dynamic response and predicting the performance ofmodern rock...
The topographical features of dam sites are in general, so complex that two dimensional finite eleme...
Stafford Dam, an approximately 79-ft high compacted earthfill founded on stream alluvium approximate...
In this study of an earth dam, a rational procedure is developed to estimate its dynamic soil proper...
An investigation has been made to analyze observations of the effect of two earthquakes (with M L= 6...
Full-scale experimentally determined dynamic characteristics of an earth dam determined from imposed...
Two case studies from engineering practice are presented to demonstrate how useful a sophisticated f...
Theoretical methods for estimating the dynamic response and predicting the performance of modern roc...
Abstract: Sensitive structures such as large earth dams require continuous and real time information...
Analyses are presented of the anticipated earthquake performance of three generally similar earth da...