This paper analysized the reasons of temperature crack and put forward the precaution and controlling measures for masonry structure.
本文分析了砌体结构温度裂缝产生的主要原因，探讨砌体结构温度裂缝的预防和控制措施。
Within the range of test temperature, the factors controlling the toughness are fracture loads, the lengths of fibrous crack, and the energy absorbed by each fibrous crack extension.
在试验温度区内，控制韧性的因素是断裂载荷、纤维裂纹长度和单位纤维裂纹扩展能量。
The methods of controlling temperature shrink crack are applied in a practical concrete slab project, which shows the feasibility and rationality of these methods.
以实际工程为例，对温度收缩裂缝控制措施进行了综合运用，进一步来说明这些防止钢筋混凝土筏板基础裂缝技术的可行性和合理性。
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