Journal of Structural Engineering, ASCE
June 22, 2015
Title
Dynamic Behavior without the Damping Force in the Structural Design
Abstract
The damping force is a part of the mass item in the dynamic equation, but the structural design must consider the 1st earthquake or wind forces. Both of the earthquake and wind forces have the damping problem for the dynamic status, but the dynamic behavior should adopt the exercise condition without the damping force. In the structural design, if the structural mass maintains the original status, the dynamic behavior should own the completed consideration.
Keywords: Dynamic Behavior, Damping, Earthquake, Wind, Structural Design
舊結構動力學，ｃ是ｍ的一部分，ｃ消耗微量的ｍ，大約百萬分之一。
阻尼力存在於在新結構動力學裡，僅需減少百萬分之一的結構質量。
普通小建築約２０００公噸重，地震後大約減少２公斤的質量。
阻尼力不僅存在於地震力，阻尼力亦同時存在於風力。
結構設計為第一次無減損結構質量的地震力和風力。
June 22, 2015
Title
Dynamic Behavior without the Damping Force in the Structural Design
Abstract
The damping force is a part of the mass item in the dynamic equation, but the structural design must consider the 1st earthquake or wind forces. Both of the earthquake and wind forces have the damping problem for the dynamic status, but the dynamic behavior should adopt the exercise condition without the damping force. In the structural design, if the structural mass maintains the original status, the dynamic behavior should own the completed consideration.
Keywords: Dynamic Behavior, Damping, Earthquake, Wind, Structural Design
阻尼力存在於在新結構動力學裡，僅需減少百萬分之一的結構質量。
普通小建築約２０００公噸重，地震後大約減少２公斤的質量。
阻尼力不僅存在於地震力，阻尼力亦同時存在於風力。
結構設計為第一次無減損結構質量的地震力和風力。
