The phenomenon was explained with tunneling theory and flat band model. 對于上述現象用隧穿理論以及直帶模型進(jìn)行了解釋。
The temperature cracks are calculated by use of a crack band model, and the stress and cracking of the concrete wall are computed by using the half-analytical iteration method. 采用裂縫帶模型計算溫度裂縫，用半解析迭代法進(jìn)行了混凝土墻的溫度應力和開(kāi)裂計算。
The phenomenon was explained with tunneling theory and flat band model. 對于上述現象用隧穿理論以及直帶模型進(jìn)行了解釋。
The temperature cracks are calculated by use of a crack band model, and the stress and cracking of the concrete wall are computed by using the half-analytical iteration method. 采用裂縫帶模型計算溫度裂縫，用半解析迭代法進(jìn)行了混凝土墻的溫度應力和開(kāi)裂計算。
