01882nam a2200241   450000500170000000800410001703500150005810000280007324500960010126000520019730000140024949000270026350001430029050200570043352007990049065000450128970000320133470000460136670000530141271000510146581000590151685600650157520260818085554.0050898         th                  eng    a.b101786611 aRatnawidjaja, Soehendro10aCubic equation model for the restoring force characteristics of reinforced concrete members  aBangkok :bAsian Institute of Technology,c1982  avi, 87 p.1 aThesis ;vno. ST-82-23  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering School of Engineering and Technology  aThesis (M.Eng.)- Asian Institute of Technology, 1982  aThis study deals with the derivation of a load deflection model which is applicable for analyzing the dynamic behaviour of reinforced  concrete members under combined flexure and axial loads. Based on the  test results obtained from an experimental program which had been conducted in Tohoku University, Japan, during the period of 1978 to 1980, a four coefficient Cubic Equation Load Deflection Model had been  developed. It was found that this mathematical model can properly represent the load deflection relationship and equivalent viscous damping ratio obtained from experiments.  A comparison between the  experimental results and the results of the proposed Cubic Equation Model showed that the dynamic responses in both the elastic and inelastic range can be predicted very accurately.  0aReinforced concrete constructionxModels1 aOgawa, Junji, eChairperson1 aWireland, Martin, eExamination Committee0 aWorsak Kanok- Nukulchai, eExamination Committee2 aPetra Christian University, eScholaship Donor2 aAsian Institute of Technology.tThesis ;vno. ST-82-23  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B21358