MY130672A - Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles - Google Patents

Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles

Info

Publication number
MY130672A
MY130672A MYPI20000697A MYPI20000697A MY130672A MY 130672 A MY130672 A MY 130672A MY PI20000697 A MYPI20000697 A MY PI20000697A MY PI20000697 A MYPI20000697 A MY PI20000697A MY 130672 A MY130672 A MY 130672A
Authority
MY
Malaysia
Prior art keywords
earthquake
ground
supported
objects
buildings
Prior art date
Application number
MYPI20000697A
Inventor
Bierwirth Friedhelm
Original Assignee
Plandesign Int Llc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Plandesign Int Llc filed Critical Plandesign Int Llc
Priority to MYPI20000697A priority Critical patent/MY130672A/en
Publication of MY130672A publication Critical patent/MY130672A/en

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

THE INVENTION RELATES TO A AN EARTHQUAKE PROTECTION SYSTEM THAT IS ENTIRELY IMMUNE TO SEISMIC ACTIVITY. ACCORDING TO THE INVENTION METHOD BUILDINGS AND OTHER OBJECTS ARE SUPPORTED BY VIRTUAL PENDULUMS (Pv) DESIGNED AS QUAKEPROTECT MODULES (56). ALTHOUGH REQUIRING ONLY LITTLE HEIGHT FOR INSTALLATION , THESE EARTHQUAKE PROTECTION MODULES ALLOW A FREEDOM OF MOVEMENT FOR THE LOAD BEARING SUPPORT POINTS OF THE SUPPORTED STRUCTURE AS IF THEY WERE THE OSCILLATING ENDS OF LONG PENDULUMS WITH LONG CYCLES OF THEIR OWN. AS THE RESULT OF WHICH THE SUPPORTED OBJECT IS EFFICIENTLY ISOLATED FROM THE CONSIDERABLY HIGHER FREQUENT EARTHQUAKE GROUND OSCILLATIONS. THE FUNCTIONAL BEHAVIOR OF THE SYSTEM IS NOT AFFECTED BY THE EXTENT OF THE BASE ACCELERATION OR THE FREQUECY OF THE GROUND OSCILLATION. EVEN IN AN EARTHQUAKE OF GREATEST MAGNITUDE THE SUPPORTED OBJECT WILL REMAIN STILL. THE SYSTEM CAN BE CONFIGURED FOR ANY LOAD AND ANY CONCEIVABLE GROUND OSCILLATION AMPLITUDES.@ THE INVENTION DESCRIBES FOUR DIFFERENT EXAMPLES OF SOLUTIONS THAT APPLY THE INVENTIVE METHOD, VARIANTS AND DEVICES DERIVED THEREFROM FOR VARIOUS APPLICATIONS. ADDITIONALLY ARE DECSCRIBED DEVICES NEEDED TO PROVIDE SUPPORT AGAINST WIND FORCES AND TO CENTER A SUPPORTED OBJECT UNDER WIND LOADS AND DURING GROUND OSCILLATIONS, AND AS WELL DEVICES FOR THE ISOLATION OF VERTICAL GROUND OSCILLATIONS.@@@FIGURE 1
MYPI20000697A 2000-02-24 2000-02-24 Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles MY130672A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
MYPI20000697A MY130672A (en) 2000-02-24 2000-02-24 Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
MYPI20000697A MY130672A (en) 2000-02-24 2000-02-24 Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles

Publications (1)

Publication Number Publication Date
MY130672A true MY130672A (en) 2007-07-31

Family

ID=78293785

Family Applications (1)

Application Number Title Priority Date Filing Date
MYPI20000697A MY130672A (en) 2000-02-24 2000-02-24 Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles

Country Status (1)

Country Link
MY (1) MY130672A (en)

Similar Documents

Publication Publication Date Title
CA2310035A1 (en) Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles
Villaverde 6. Roof Isolation System to Reduce the Seismic Response of Buildings: A Preliminary Assessment
ATE419214T1 (en) TOWER CRANE DEVICE
US20150136939A1 (en) Support system
Podany An overview of seismic damage mitigation for museums
JP2017002555A (en) Vibration control structure
MY130672A (en) Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles
CN202899302U (en) Shock insulation support for high-rise building
JPH0552028A (en) Vibration control double floor structure
Di Egidio et al. Dynamic response of a linear two dof system visco-elastically coupled with a rigid block
Yanik et al. Seismic vibration control of three dimensional structures with a simple approach
Tatemichi et al. A new approach to seismic isolation: possible application in space structures
CN210178831U (en) Shock absorption and isolation device
Maebayashi et al. Hybrid mass damper system for response control of building
CN108331417A (en) A kind of universal sliding type horizontal tuned mass damper
Phocas et al. Multi-storey structures with compound seismic isolation
Nakamura et al. Earthquake-response constrained design of pile-supported elastic shear buildings for site-dependent response spectra
FURUYA et al. SHAKING TABLE TESTS ON PLPS GEOTEXTILE-REINFORCED SOIL STRUCTURE AS A BASE ISOLATION SYSTEM
JP3147977U (en) Independent seismic isolation base
Dutkiewicz et al. Passive Control Solutions Applied to Civil Constructions under Dynamic Load.
CN208121550U (en) A kind of new road science of bridge building protective device
Fujita et al. Tuned mass damper using multistage rubber bearing for vibration control of tall buildings(1 st report. Fundamental study of the vibration characteristics)
JP3075517U (en) Suspension pedestal
RU2373334C2 (en) Method for adaptation to change of seismic insulation support horizontal load type
Elias et al. Tuned vibration absorbers for control of tall buildings under wind and earthquake loads