Influence of diagonal reinforcement with spiral stirrps on shear capacity of coupling beam in shear wall
Concrete core-walls are penetrated by vertical families of openings for doors to stairs, lifts and other spaces. These openings separate the core as a whole into a number of sub-cores linked by coupling-beams being the residual strips of concrete core-wall above and below openings. The (span/depth)...
| मुख्य लेखक: | |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2013
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| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/33199/1/OmarAbdulrazzaqTahaMFKA2013.pdf |