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Accuracy of Shock Response in Time History Analysis
Seismic Engineering, Volume 1, 2004A very small time step may be needed in the solution of the shock response from an impulse. In fact, this time step might be much smaller than the time step to have accurate representation of the impulse and negligible period distortion. It will be proved that the discontinuity in external force at the end of an impulse is responsible for this ...
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Analytical Exploration of the Time History Analysis of Shock Response
Seismic Engineering, Volume 1, 2002It was experienced that a very small time step may be needed in the solution of the shock response from an impulse. In fact, this time step might be much smaller than the time step to have accurate representation of the impulse and negligible period distortion.
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Seismic Response Spectrum in Lieu of Time History Analysis for Subsea Structure Design
Offshore Technology Conference, 2017With oil and gas exploration venturing into more seismic prone regions for global deep water developments, seismic assessment of subsea structures becomes a fundamental part of the design requirements of regulations, industrial codes and standards.
George Wang +5 more
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Advanced Materials Research, 2011
A novel building structure system, namely core-tube vibration-reduction suspended structure (CVRSS), is put forward in this paper. The basic composition and calculation model for the structure system are described. The El Centro and Taft seismic waves are used to calculate the dynamic characteristics of the structure in the time domain, of which ...
Wei Zhang, Ji Wen Zhang, Yong Ming Tu
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A novel building structure system, namely core-tube vibration-reduction suspended structure (CVRSS), is put forward in this paper. The basic composition and calculation model for the structure system are described. The El Centro and Taft seismic waves are used to calculate the dynamic characteristics of the structure in the time domain, of which ...
Wei Zhang, Ji Wen Zhang, Yong Ming Tu
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Comparative Study on G+9 Building by Response Spectrum Analysis and Time History Analysis
Abstract: An earthquake can result in significant losses and harm to lives as well as structural damage. The seismic forces produced by an earthquake can cause significant harm to structural components and sometimes even results in collapsing of the structure. India is divided into four zones, designated as Zone II, Zone III, Zone IV, and Zone V, by ISAnisha, Chore, Hemant S.
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i-manager's Journal on Structural Engineering
Significant structural collapses happen when a structure is exposed to dynamic loads, such as wind and earthquake loads. The majority of contemporary buildings include architectural meaning, which makes regular form planning extremely challenging. When dynamic loads cause a building to collapse, these anomalies are to blame.
Uttam Jadhav Shubham, V. V. Shelar
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Significant structural collapses happen when a structure is exposed to dynamic loads, such as wind and earthquake loads. The majority of contemporary buildings include architectural meaning, which makes regular form planning extremely challenging. When dynamic loads cause a building to collapse, these anomalies are to blame.
Uttam Jadhav Shubham, V. V. Shelar
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Dynamic Time-History Deformation Response Analysis of Long-Span Beam Bridge Subjected to Flowing Ice
Advanced Materials Research, 2010Based on the pile-soil function and damper boundary condition influence by Finite Element Method, taking Bao-Shu yellow river extra long-span bridge as the project object, the deformation effect of the bridge subjected to flowing and melting ice in spring was analyzed considering dynamical action mode.
Zhi Ping Bai +2 more
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Analysis for the 3-Dimensional Time History Response of a Base-Isolated Building Structure
Advanced Materials Research, 2011In this paper, the models of traditional anti-seismic and base-isolated masonry and concrete frame composite structures were created by the three-dimensional finite element program and their time history responses were analyzed under the actions of different seismic waves.
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ENHANCED TIME-HISTORY ANALYSIS FOR SEISMIC RESPONSE PREDICTION OF STONE MASONRY STRUCTURES:FEM VS ML
The seismic vulnerability of masonry structures is a critical concern due to their heterogeneous and nonlinear behavior during earthquakes. Traditional Finite Element Method (FEM) has been currently the most common approach for predicting structural responses to seismic events.Đorđević, Filip, Marinković, Marko
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Response of Geodesic Domes on the Seismic Excitation with Time History Analysis
2023Dominika Bysiec +2 more
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