Soleimankhani et al., 2020 - Google Patents
Hysteretic Effects on Single-Story System Inelastic Response Considering TorsionSoleimankhani et al., 2020
View PDF- Document ID
- 7841407035138294996
- Author
- Soleimankhani H
- MacRae G
- Sullivan T
- Publication year
- Publication venue
- Submitted to NZSEE Bulletin
External Links
Snippet
This study investigates the effects of different hysteretic characteristics on the seismic response of single story systems subject to impulse excitations as well as a suite of earthquake records. Hysteretic loops considered are elasto-plastic, bilinear, Takeda, SINA …
- 230000004044 response 0 title abstract description 54
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Causevic et al. | Comparison between non-linear dynamic and static seismic analysis of structures according to European and US provisions | |
Calugaru et al. | Seismic response of 20‐story base‐isolated and fixed‐base reinforced concrete structural wall buildings at a near‐fault site | |
Naserkhaki et al. | Earthquake induced pounding between adjacent buildings considering soil-structure interaction | |
Hatada et al. | Dynamic analysis of structures with Maxwell model | |
Vian et al. | Tests to structural collapse of single degree of freedom frames subjected to earthquake excitations | |
Li et al. | Nonlinear seismic analysis of reinforced concrete frames using the force analogy method | |
Darling et al. | Self-centering beams for seismically resilient moment frames | |
Reyes-Salazar et al. | Ductility reduction factors for steel buildings considering different structural representations | |
Kanvinde | Methods to evaluate the dynamic stability of structures-shake table tests and nonlinear dynamic analyses | |
Soleimankhani et al. | Hysteretic Effects on Single-Story System Inelastic Response Considering Torsion | |
Soleimankhani et al. | The oscillation resistance ratio (ORR) for understanding inelastic response | |
Bento et al. | Nonlinear static procedures in performance based seismic design | |
Cardone | Nonlinear static methods vs. experimental shaking table test results | |
Bayhan | Numerical simulation of shaking table tests on 3D reinforced concrete structures | |
Goel | Evaluation of current nonlinear static procedures for reinforced concrete buildings | |
Thompson et al. | Seismic response of partially prestressed concrete | |
Hoult et al. | Torsional displacement for asymmetric low-rise buildings with RC C-shaped cores | |
Hung et al. | Tall hybrid coupled structural walls: seismic behavior and design suggestions | |
Kim et al. | Dynamic test and analysis of an eccentric reinforced concrete frame to collapse | |
Abd-alla | Application of recent techniques of pushover for evaluating seismic performance of multistory building | |
Lee et al. | Seismic Response of Core Wall Building with Friction-Based Force-Limiting Connections | |
Smith et al. | Model to incorporate architectural walls in structural analyses | |
Merter et al. | Energy modification factor of single-degree-of-freedom systems based on real ground motion records | |
Papanikolaou | Development and verification of adaptive pushover analysis procedures | |
Miyazu | Evaluation of Vibration Property of High-damping Two-Story Timber Structure Based on Resonance Curve |