Seismic behavior of tunnel form building under lateral cyclic loading
A three-story single-unit tunnel form building (TFB) was designed using a non-seismic code of practice (BS 8110). Two one-third scale test models were constructed and tested under in-plane lateral cyclic loading and out-of-plane lateral cyclic loading, respectively. The specimens were tested at ±0.0...
الحاوية / القاعدة: | Journal of Engineering and Technological Sciences |
---|---|
المؤلف الرئيسي: | 2-s2.0-85051624618 |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
Institute for Research and Community Services, Institut Teknologi Bandung
2018
|
الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85051624618&doi=10.5614%2f2Fj.eng.technol.sci.2018.50.2.5&partnerID=40&md5=8f6cc57123f2fdc01a409a7bb73eb67d |
مواد مشابهة
-
Structural performance of two types of wall slab connection under out-of-plane lateral cyclic loading
بواسطة: 2-s2.0-84862651338
منشور في: (2012) -
Lateral seismic performance of multipanel precast hollowcore walls
بواسطة: Hamid N.H.; Mander J.B.
منشور في: (2010) -
A review on behavior, material properties and finite element simulation of concrete tunnel linings under fire
بواسطة: 2-s2.0-85129768015
منشور في: (2022) -
Effect of High-cyclic Loads on Dynamic Response of Reinforced Concrete Slabs
بواسطة: Jamadin A.; Ibrahim Z.; Jumaat M.Z.; Wahab E.S.A.
منشور في: (2019) -
Coal bottom ash concrete: Mechanical properties and cracking mechanism of concrete subjected to cyclic load test
بواسطة: 2-s2.0-85134560100
منشور في: (2022)