Title page for ETD etd-10052004-201201

Type of Document Dissertation
Author Rildova, none
Author's Email Address rildova@vt.edu
URN etd-10052004-201201
Title Seismic Performance of Rail-Counterweight System of Elevator in Buildings
Degree PhD
Department Engineering Science and Mechanics
Advisory Committee
Advisor Name Title
Singh, Mahendra P. Committee Chair
Batra, Romesh C. Committee Member
Gao, David Y. Committee Member
Hendricks, Scott L. Committee Member
Ragab, Saad A. Committee Member
  • counterweight
  • seismic response
  • elevator
Date of Defense 2004-09-16
Availability unrestricted
Elevators serve a critical function in essential facilities such as hospitals and need to remain operational during and after earthquakes. However, they are still known to malfunction during earthquakes even after several design and sensing improvements required by the current code have been incorporated. Most of the damages were experienced or caused by the rail-counterweight system. Being the heaviest component of an elevator, the counterweight induced strong dynamic effects to the guiding system sometimes even collided and damaged the passenger car.

A realistic analytical model of rail-counterweight system of an elevator that includes details of the supporting system is developed in this study. The nonlinearities caused by closing of the code specified clearances play an important role in determining the dynamic behavior of the system, and are thus included in this study. Also included are the acceleration inputs from different floor of building and the effect of different location of the counterweight along the guide rail. Parametric study is carried out to investigate the effect of different parameters on the seismic responses of the rail-counterweight system.

In order to improve the seismic performance of the rail-counterweight system, several protective schemes are investigated. One simple approach is to increase the damping of the system using additional discrete viscous dampers. However, there is not much space available for installing the devices, and placement parallel to the spring at the roller guide assemblies is not quite effective due to contact between the restraining plate at the roller guide assemblies and the rail that makes the roller guides ineffective.

Another method is to convert the top part of the weights into a tuned mass damper. This method can reduce the maximum stress in the rail if designed properly. The effectiveness of the passive tuned mass damper can be improved further by using it in an active mode by installing an actuator between the mass damper and the counterweight frame. The numerical results that confirm the effectiveness of such an active tuned mass damper are presented. As an alternative to the fully active control scheme, a semi-active control scheme using a magnetorheological damper device between the mass damper and the frame is also studied. This control approach is found to be as effective in reducing the seismic response as a fully active scheme. Since this MR damper can be operated using a simple battery, the external power requirements for implementation of this approach are quite minimal.

  Filename       Size       Approximate Download Time (Hours:Minutes:Seconds) 
 28.8 Modem   56K Modem   ISDN (64 Kb)   ISDN (128 Kb)   Higher-speed Access 
  00_Front_Pages.pdf 23.23 Kb 00:00:06 00:00:03 00:00:02 00:00:01 < 00:00:01
  01_Chapter1.pdf 247.92 Kb 00:01:08 00:00:35 00:00:30 00:00:15 00:00:01
  02_Chapter2.pdf 504.65 Kb 00:02:20 00:01:12 00:01:03 00:00:31 00:00:02
  03_Chapter3.pdf 75.67 Kb 00:00:21 00:00:10 00:00:09 00:00:04 < 00:00:01
  04_Chapter4.pdf 266.04 Kb 00:01:13 00:00:38 00:00:33 00:00:16 00:00:01
  05_Chapter5.pdf 12.91 Kb 00:00:03 00:00:01 00:00:01 < 00:00:01 < 00:00:01
  06_References.pdf 14.33 Kb 00:00:03 00:00:02 00:00:01 < 00:00:01 < 00:00:01
  07_Appendix.pdf 201.35 Kb 00:00:55 00:00:28 00:00:25 00:00:12 00:00:01
  08_Vita.pdf 3.64 Kb 00:00:01 < 00:00:01 < 00:00:01 < 00:00:01 < 00:00:01

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