2017
DOI: 10.1007/s12205-017-1861-6
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Mechanical Behavior of Nine Tree-Pool Joints Between Large Trees and Buildings

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Cited by 1 publication
(2 citation statements)
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“…According to equation (10), the temperature compensation is conducted on the obtained r CRF as below r CRF -TC = r CRF − ∆r CRF (11) where r CRF-TC is the value of r CRF after temperature compensation. Consequently, the values of r CRF-TC during the monitoring process are plotted in figure 20.…”
Section: Temperature Compensationmentioning
confidence: 99%
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“…According to equation (10), the temperature compensation is conducted on the obtained r CRF as below r CRF -TC = r CRF − ∆r CRF (11) where r CRF-TC is the value of r CRF after temperature compensation. Consequently, the values of r CRF-TC during the monitoring process are plotted in figure 20.…”
Section: Temperature Compensationmentioning
confidence: 99%
“…Very limited studies have been carried out regarding the mechanical performance of the planting balcony or vertical greenery building under loads. For example, Wang et al [11] analyzed numerically the peak stress, horizontal energy dissipation capacity and plastic damage of planting balconies of Terminal 2 of New Baiyun International Airport, China. Similarly, Sun et al [12] conducted the theoretical analysis and finite element simulation of prestressed slabs of the planting balcony of Bosco Verticale [13], Italy.…”
Section: Introductionmentioning
confidence: 99%