梁铰 meaning in Chinese
beam hinge
Examples
- During elastic - plastic stage , the wall was equaled to a rigid frame - oblique compression bar model . during failure stage , the wall was equaled to a beam - hinged frame
弹性阶段一一复合材料等效弹性板模型;弹塑性阶段，一捆lj架斜压杆模型;破坏阶段一一梁铰框架模型。 - The structural system has considerable energy - dissipation capacity , so can be generalized and used in medium seismic zones . due to exerting prestress , the structure has satisfiable self - centering capability
结果表明，该结构形式若设计得当，是可以形成梁铰耗能机构及整体破坏机制的，且该结构形式具有一定的耗能能力，可以在中等地震区推广使用。 - ( c ) there are no plastic hinges in frames of 7 . 5 regions by intermediate earthquake action . and favorable general seismic capacity behaves in rare earthquake action . the whole structure forms a relatively exhaustive " beam - hinges plastic mechanism "
7度半框架在设防烈度地震作用下结构各个杆件均未出铰；在罕遇地震作用下仍然表现出了良好的总体抗震性能，整个结构形成了较为彻底的“梁铰机构” 。 - The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
( 1 )弹性阶段? ?将墙体视为一种以轻质砌块为基体，混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板； ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型； ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。 - Based on the previous research results , the test study on quasi - static seismic resistance behavior of the monolayer and single - stride prestressed concrete flat - beam frame structures are mostly carried through . the low - cyclic reversed loading test of two frames with the same size and the same intension grade are conducted . one frame is made of ordinary concrete , the other is made of steel - fiber concrete
研究结果表明：将钢纤维掺入混凝土中用于框架结构，能使预应力扁梁框架具有足够好的抗震性能，只要设计得当，可以形成梁铰耗能机构及整体破坏机制，且具有较好的耗能及抵抗强震的能力。