| Project/Area Number |
09650526
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (C)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 一般 |
|---|
| Research Field |
構造工学・地震工学
|
|---|
| Research Institution | Nagoya Institute of Technology |
|---|
Principal Investigator |
GOTO Yoshiaki Nagoya Institute of Technology, Faculty of Engineering, Professor, 工学部, 教授 (90144188)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
OBATA Makoto Nagoya Institute of Technology, Faculty of Engineering, Associate Professor, 工学部, 助教授 (30194624)
|
|---|
| Project Period (FY) |
1997 – 1998
|
| Project Status |
Completed (Fiscal Year 1998)
|
| Budget Amount *help |
¥2,600,000 (Direct Cost: ¥2,600,000)
Fiscal Year 1998: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1997: ¥2,000,000 (Direct Cost: ¥2,000,000)
|
|---|
| Keywords | localization of buckling patterns / steel structure / earthquake / constitutive model / dynamic analysis / shell / plasticity |
|---|
| Research Abstract |
A computer program is developed in order to analyze the dynamic localization of buckling patterns for thin-walled steel structures. in this program, the three-surface cyclic plasticity constitutive model is implemented. This constitutive model can accurately express the cyclic behavior of structural steel with less parameters and internal variables. First, we examine the applicability of our program to the analysis of the localization of buckling patterns in thin-walled steel piers. As a result, the program can accurately predict the dynamic as well as the static localization behavior observed in the experiment. Then, we proceed to extensively investigate the dynamic localization of steel piers with circular cross section, by using the computer program. As dynamic loads, sine acceleration waves are applied to the pier base. From this investigation, it is observed that the response displacement and the response strain of the steel piers take their maximum when the period of the sine wave becomes approximately 1.5 times as large as the natural period of the elastic pier. This is probably due to the resonance of the damaged pier whose natural period is increased, compared with the elastic pier. Regarding the localization mode, the steel piers exhibit elephant foot buckling mode when the period of the acceleration wave exceeds the natural period of the steel pier. If the period of the acceleration wave is less than the natural period, a local buckling appears at either side of the pier surface perpendicular to the direction of the input acceleration wave.
|
