Gravity Load Collapse Behavior of Nonengineered Reinforced Concrete Columns
Figure 2
(a) Poor reinforcement detailing in Sichuan [20]. (b) Poor quality concrete in Sichuan [21]. (c) Collapsed column with inadequate lap splice length and widely spaced transverse bars in Gujarat, India [22]. (d) Poor reinforcement detailing in Chiang Rai [23].
