The test results indicate that its ductility performance is an important factor in aseismatic design.
试验表明，其延性性能是抗震设计中一个重要的因素。
Based on the theory and test, the aseismatic behaviour of the joints in the middle level of unbonded prestressed concrete flat beam frame is analyzed and discussed in this paper.
本文试图在理论研究和试验分析的基础上，分析探讨中间层无粘结预应力混凝土扁梁框架节点的抗震性能。
应用推荐