Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
In Malaysia, many existing buildings, particularly old buildings, are not designed for credible seismic actions. Most of the residential buildings in Malaysia which below 20 stories typically features an open space ground floor and the upper floors are featured with infill brick wall, deriving a hig...
| المؤلف الرئيسي: | Koon, Foo Siong |
|---|---|
| التنسيق: | أطروحة |
| اللغة: | الإنجليزية |
| منشور في: |
2020
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | http://eprints.utm.my/92103/1/KoonFooSiongMSKA2020.pdf.pdf |
مواد مشابهة
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
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مواد مشابهة
-
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
حسب: Koon, Foo Siong
منشور في: (2020) -
Seismic fragility of concrete building in Malaysia considering the effects of inadequate lap splice length
حسب: Bavan, Mahesan
منشور في: (2022) -
Seismic fragility of tall concrete wall structures in Malaysia under far-field earthquakes considering inadequate splice length
حسب: Koon, Foo Siong
منشور في: (2020) -
Seismic fragility of low ductile partially infilled reinforced concrete frame in Malaysia
حسب: Anuar, Nur Amalina
منشور في: (2017) -
Seismic fragility of tall concrete wall structures in Malaysia under near-field earthquakes considering inadequate splice length
حسب: Masoomi, Mohammad Masoud
منشور في: (2020)