谁帮我翻译一下这段话什么意思啊 不要有道的啊 要专业一点的Abstract: The objectives of this research were to experimentally establish the in-plane behavior of partially grouted \1PG\2 reinforcedconcrete masonry shear walls and

谁帮我翻译一下这段话什么意思啊 不要有道的啊 要专业一点的Abstract: The objectives of this research were to experimentally establish the in-plane behavior of partially grouted \1PG\2 reinforcedconcrete masonry shear walls and
谁帮我翻译一下这段话什么意思啊 不要有道的啊 要专业一点的
Abstract: The objectives of this research were to experimentally establish the in-plane behavior of partially grouted \1PG\2 reinforced
concrete masonry shear walls and to assess the appropriateness of current seismic design provisions for such walls. To accomplish these,
four PG special reinforced masonry shear walls \1SRMSWs\2 were constructed based on the provisions of the Masonry Standards Joint
Committee \1MSJC\2 code and subjected to in-plane reversed cyclic displacements. The experimental test variables included mortar
formulation, level of axial stress, and boundary conditions. The results of this study indicate that PG masonry shear walls respond similar
to in-filled frames and provide little coupling between vertical reinforcing steels. Using these results along with those from past research,
it is shown that the shear strength expression for reinforced masonry shear walls provided by MSJC \1along with others\2 appears
unconservative for PG masonry shear walls. In terms of displacement ductility, the results indicate that the response of PG SRMSW is
consistent with the R factors provided by the 2006 International Building Code due to the required capacity design and increased shear
demand provisions of the MSJC.
DOI: 10.1061/\1ASCE\2ST.1943-541X.0000206
CE Database subject headings: Masonry; Reinforced concrete; Shear walls; Grouting; Shear strength; Experimentation.
Author keywords: Concrete masonry; Reinforced masonry; Shear walls; Partially grouted; Shear strength; Experimental research.

谁帮我翻译一下这段话什么意思啊 不要有道的啊 要专业一点的Abstract: The objectives of this research were to experimentally establish the in-plane behavior of partially grouted \1PG\2 reinforcedconcrete masonry shear walls and
摘要：本研究目的是通过实验建立在平面部分灌浆PG行为?增强
混凝土砌块剪力墙和墙的的当前抗震设计规定的适当评估.要做到这些,
四个PG特殊配筋砌体剪力墙SRMSWs?构建了基于砌筑标准联合的规定
委员会?MSJC?代码和平面扭转循环位移.经实验测试变量包括砂浆
制定,水平轴向应力和边界条件.这项研究的结果表明,PG砌体剪力墙类似的回应
填充帧,并提供垂直钢筋之间的耦合不大.利用这些结果,以及与从过去的研究中,
它表明,表达MSJC提供的配筋砌体剪力墙的剪切强度与人相处?出现
PG砌体剪力墙偏不.在位移延性方面,结果表明,PG SRMSW响应的
因素所提供的2006年国际建筑规范,由于所需的容量设计与R一致,增加了剪切
MSJC的需求规定.
DOI：10.1061/ ASCE?ST.1943541X.0000206
CE数据库主题词：砖石,钢筋混凝土剪力墙;灌浆;剪切强度试验.
关键词：混凝土砌块配筋砌体剪力墙部分灌浆;剪切强度的实验研究.