Inelastic seismic response of fixed and pile supported structures by considering different member hysteretic models.
Simplification on the structural analysis is often done to avoid the complexity of the problems. The structural analysis is straight forward if the building is assumed to be fixed at their column bases (Fix structure). This analysis ignores the effect of the soil on the structural response. In this...
محفوظ في:
| المؤلف الرئيسي: | |
|---|---|
| التنسيق: | مقال NonPeerReviewed |
| منشور في: |
[Yogyakarta] : Fac. of Geography Gadjah Mada Univ.
2001
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://repository.ugm.ac.id/21032/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3890 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
| المؤسسة: | Universitas Gadjah Mada |