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...
| मुख्य लेखक: | Koon, Foo Siong |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2020
|
| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/92103/1/KoonFooSiongMSKA2020.pdf.pdf |
समान संसाधन
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
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समान संसाधन
-
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
द्वारा: Koon, Foo Siong
प्रकाशित: (2020) -
Seismic fragility of concrete building in Malaysia considering the effects of inadequate lap splice length
द्वारा: Bavan, Mahesan
प्रकाशित: (2022) -
Seismic fragility of tall concrete wall structures in Malaysia under far-field earthquakes considering inadequate splice length
द्वारा: Koon, Foo Siong
प्रकाशित: (2020) -
Seismic fragility of low ductile partially infilled reinforced concrete frame in Malaysia
द्वारा: Anuar, Nur Amalina
प्रकाशित: (2017) -
Seismic fragility of tall concrete wall structures in Malaysia under near-field earthquakes considering inadequate splice length
द्वारा: Masoomi, Mohammad Masoud
प्रकाशित: (2020)