Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Permanent Seismically Induced Displacement of Rock-Founded Structures Computed by the Newmark Program
This research report describes the engineering formulation and corresponding software developed for the translational response of rock-founded structural systems to earthquake ground motions. The PC soft-ware Newmark and NewmarkVM are developed to perform an analysis of the permanent sliding displacement response for a structural system founded on rock for a user- specified earthquake acceleration time-history via a Complete Time-History Analysis, also known as the Newmark sliding block method of analysis. The PC- based program Newmark performs a permanent sliding block displacement analysis given a baseline-corrected rock site-specific acceleration time-history. Newmark can also conduct regression analyses for sets of rock-founded acceleration time-histories in order to develop up to three user-selected forms of generalized equations of simplified permanent displacement relationships. The rock-founded structural system can be a variety of structural feature types, for example, a concrete gravity dam, a concrete monolith, or a retaining wall.
Permanent Seismically Induced Displacement of Rock-Founded Structures Computed by the Newmark Program
This research report describes the engineering formulation and corresponding software developed for the translational response of rock-founded structural systems to earthquake ground motions. The PC soft-ware Newmark and NewmarkVM are developed to perform an analysis of the permanent sliding displacement response for a structural system founded on rock for a user- specified earthquake acceleration time-history via a Complete Time-History Analysis, also known as the Newmark sliding block method of analysis. The PC- based program Newmark performs a permanent sliding block displacement analysis given a baseline-corrected rock site-specific acceleration time-history. Newmark can also conduct regression analyses for sets of rock-founded acceleration time-histories in order to develop up to three user-selected forms of generalized equations of simplified permanent displacement relationships. The rock-founded structural system can be a variety of structural feature types, for example, a concrete gravity dam, a concrete monolith, or a retaining wall.
Permanent Seismically Induced Displacement of Rock-Founded Structures Computed by the Newmark Program
R. M. Ebeling (Autor:in) / M. T. Fong (Autor:in) / D. E. Yule (Autor:in) / S. A. Chase (Autor:in) / R. V. Kale (Autor:in)
2009
204 pages
Report
Keine Angabe
Englisch
| Springer Verlag | 2023
Laboratory evaluation of the Newmark procedure for assessing seismically-induced slope deformations
| British Library Conference Proceedings | 1999
Prediction of seismically-induced lateral spreading using a modified Newmark block analysis
| British Library Conference Proceedings | 2002
A Modified Newmark Methodology for Permanent Deformation Analysis of Rock-Fill Dams
| DOAJ | 2018
Seismically induced displacement of retaining walls
| British Library Conference Proceedings | 1997