Manolis et al., 1988 - Google Patents
Experimental investigation of primary-secondary system interactionManolis et al., 1988
- Document ID
- 9551439285499329744
- Author
- Manolis G
- Juhn G
- Reinhorn A
- Publication year
External Links
Snippet
A series of experiments were conducted on an earthquake simulator, whereby single degree- of-freedom pendulums (dampers) representing a secondary system were attached to the floor of a scaled, three-story frame representing the primary structure. The dampers had …
- 230000003993 interaction 0 title abstract description 4
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Dermitzakis et al. | Development of substructuring techniques for on-line computer controlled seismic performance testing | |
Hudson | Equivalent viscous friction for hysteretic systems with earthquake-like excitations | |
Costley et al. | Dynamic response of unreinforced masonry buildings with flexible diaphragms | |
Aristizabal-Ochoa et al. | Behavior of ten-story reinforced concrete walls subjected to earthquake motions | |
Abdel‐Ghaffar et al. | Vertical seismic behaviour of suspension bridges | |
Manolis et al. | Experimental investigation of primary-secondary system interaction | |
Shahrooz et al. | Experimental study of seismic response of RC setback buildings | |
ATE213548T1 (en) | DEVICE FOR SIMULATING A SEISMIC WAVE | |
Ghanem et al. | Experimental verification of a number of structural system identification algorithms | |
Rea et al. | Dynamic analysis of electrohydraulic shaking tables | |
Clough et al. | Reinforced concrete frame 2: seismic testing and analytical correlation | |
Tsopelas et al. | 3D-BASIS-M: nonlinear dynamic analysis of multiple building base isolated structures | |
Bertero et al. | US-Japan Cooperative Earthquake Research Program: Earthquake Simulation Tests and Associated Studies of a 1/5th-Scale Model of a 7-Story Reinforced Concrete Test Structure | |
Dowding et al. | Dynamic properties of residential structures subjected to blasting vibrations | |
Yang et al. | A response spectrum approach for analysis of nonclassically damped structures | |
Blondet et al. | Evaluation of a shaking table test program on response behavior of a two story reinforced concrete frame | |
Kaneko et al. | A proposal for simple equations to express a relation between overturning ratios of rigid bodies and input excitations | |
Oliva et al. | Shaking Table Tests of Large-Panel Precast Concrete Building System Assemblages | |
Lee et al. | A selection of important strong motion earthquake records | |
Gasparini | On the Safety Provided by Alternate Seismic Design Methods | |
Fujitani et al. | Verification of seismic response reduction by real-time hybrid simulation of a mid-story isolation with a magnetorheological rotary inertia mass damper | |
Brady | EARTHUAKE GRouND MoloN | |
Gordon et al. | Evaluation of mitigation strategies for disaster events | |
Pandu et al. | The Maximum Allowable Peak Ground Acceleration of a Six Storey Building Based on Micro Tremor and Numerical Analysis | |
Kitamura et al. | 3-D seismic response of a base-isolated fast reactor |