摘要
阐述了水平荷载对配筋计算结果的重要性,对活载位置的最不利组合、结构构件截面尺寸选择、承载力安全储备等作了分析,以满足无粘结预应力混凝土结构设计。
According to unbonded prestressed concrete structures the influences of horizontal load on reinforcement calculation are elaborated and analyzed from the most unfavorable position of live load, selection of sectional dimension of structural member, emergency stock of bearing capacity and other aspects in order to meet the design requirements.
出处
《山西建筑》
2005年第11期37-38,共2页
Shanxi Architecture
关键词
无粘结预应力
混凝土结构
最不利组合
unbonded prestress, concrete structure, most unfavorable combination
