摘要
The differential quadrature element method (DQEM) and the extended differential quadrature (EDQ) have been proposed by the author. The EDQ is used to the differential quadrature element analysis of the frame problems. The element can be a nonprismatic beam. The EDQ technique is used to discretize the element-based governing differential equations, the transition conditions at joints and the boundary conditions on domain boundaries. An overall algebraic system can be obtained by assembling all of the discretized equations. A numerically rigorous solution can be obtained by solving the global algebraic system. Mathematical formulations for the EDQ-based DQEM frame analysis are carried out. By using this DQEM model, accurate results of frame problems can efficiently be obtained. Numerical results demonstrate this DQEM model.
| 原文 | English |
|---|---|
| 主出版物標題 | American Society of Mechanical Engineers, Dynamic Systems and Control Division (Publication) DSC |
| 發行者 | ASME |
| 頁面 | 671-678 |
| 頁數 | 8 |
| 卷 | 67 |
| ISBN（列印） | 0791816346 |
| 出版狀態 | Published - 1999 |
| 事件 | Dynamic Systems and Control Division - 1999 (The ASME International Mechanical Engineering Congress and Exposition) - Nashville, TN, USA 持續時間: 1999 十一月 14 → 1999 十一月 19 |
Other
| Other | Dynamic Systems and Control Division - 1999 (The ASME International Mechanical Engineering Congress and Exposition) |
|---|---|
| 城市 | Nashville, TN, USA |
| 期間 | 99-11-14 → 99-11-19 |
指紋
All Science Journal Classification (ASJC) codes
- Software
- Mechanical Engineering
引用此文
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Analyses of frame problems by DQEM using EDQ. / Chen, Chang N.
American Society of Mechanical Engineers, Dynamic Systems and Control Division (Publication) DSC. 卷 67 ASME, 1999. p. 671-678.研究成果: Conference contribution
TY - GEN
T1 - Analyses of frame problems by DQEM using EDQ
AU - Chen, Chang N.
PY - 1999
Y1 - 1999
N2 - The differential quadrature element method (DQEM) and the extended differential quadrature (EDQ) have been proposed by the author. The EDQ is used to the differential quadrature element analysis of the frame problems. The element can be a nonprismatic beam. The EDQ technique is used to discretize the element-based governing differential equations, the transition conditions at joints and the boundary conditions on domain boundaries. An overall algebraic system can be obtained by assembling all of the discretized equations. A numerically rigorous solution can be obtained by solving the global algebraic system. Mathematical formulations for the EDQ-based DQEM frame analysis are carried out. By using this DQEM model, accurate results of frame problems can efficiently be obtained. Numerical results demonstrate this DQEM model.
AB - The differential quadrature element method (DQEM) and the extended differential quadrature (EDQ) have been proposed by the author. The EDQ is used to the differential quadrature element analysis of the frame problems. The element can be a nonprismatic beam. The EDQ technique is used to discretize the element-based governing differential equations, the transition conditions at joints and the boundary conditions on domain boundaries. An overall algebraic system can be obtained by assembling all of the discretized equations. A numerically rigorous solution can be obtained by solving the global algebraic system. Mathematical formulations for the EDQ-based DQEM frame analysis are carried out. By using this DQEM model, accurate results of frame problems can efficiently be obtained. Numerical results demonstrate this DQEM model.
UR - http://www.scopus.com/inward/record.url?scp=0033297810&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0033297810&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0033297810
SN - 0791816346
VL - 67
SP - 671
EP - 678
BT - American Society of Mechanical Engineers, Dynamic Systems and Control Division (Publication) DSC
PB - ASME
ER -