| contributor author | Debra S. Larson | |
| contributor author | Apostolos Fafitis | |
| date accessioned | 2017-05-08T22:37:33Z | |
| date available | 2017-05-08T22:37:33Z | |
| date copyright | February 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A2%28289%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84194 | |
| description abstract | A new, passive, dissipation element that utilizes Coulomb friction between slipping elements to brake horizontal building motions has been recently introduced. In concept, the device is composed of a large number of staggered braking rods that approximate a continuous pattern. Its behavior is highly nonlinear, and the numerical integration method must be used to study the dynamic response of structures damped with this device. An oscillator damped by a simple Coulomb-damped mass consisting of a single massless rod, however, will yield closed-form solutions. This paper presents a closed-form solution for the slip-stick behavior of the proposed system. Conditions for the three steady-state motions, as well as analytical and numerical results, are also presented. | |
| publisher | American Society of Civil Engineers | |
| title | Slip-Stick Steady-State Solution for Simple Coulomb-Damped Mass | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:2(289) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002 | |
| contenttype | Fulltext | |