In this paper, the applicability of existing concrete structural component is evaluated by tests of the deflection and anti-crack on normal service limit state conditions.
针对正常使用极限状态下的挠度、抗裂等的检验来评定既有混凝土结构构件的适用性。
It is researched that the bending behaviors of external prestressed composite steel-concrete beams in service ability limit state.
研究了体外预应力钢-混凝土组合梁在正常使用极限状态下的受弯性能。
Cracking and deflection are therefore essentially irrecoverable in reinforced concrete once the member has reached its limit state at service load.
开裂和挠度，因此在钢筋混凝土的成员基本上是无法挽回的，一旦在业务负荷已达到其极限状态。
Cracking and deflection are therefore essentially irrecoverable in reinforced concrete once the member has reached its limit state at service load.
开裂和挠度，因此在钢筋混凝土的成员基本上是无法挽回的，一旦在业务负荷已达到其极限状态。
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