The phenomenon was explained with tunneling theory and flat band model. 对于上述现象用隧穿理论以及直带模型进行了解释。
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. 采用裂缝带模型计算温度裂缝,用半解析迭代法进行了混凝土墙的温度应力和开裂计算。
The phenomenon was explained with tunneling theory and flat band model. 对于上述现象用隧穿理论以及直带模型进行了解释。
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. 采用裂缝带模型计算温度裂缝,用半解析迭代法进行了混凝土墙的温度应力和开裂计算。