reinforcement layout中文是什么意思

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中文翻譯
造句

鋼筋布置

layout of reinforcement 加固方案
reinforcement n. 1.增強(qiáng)，加固；補(bǔ)強(qiáng)物，強(qiáng)化物；補(bǔ)給品。 2.增援，支援；〔pl.〕增援部隊(duì)，援軍；救援艦。 a stub reinforcement 【電學(xué)】撐桿；幫樁，接腿。 a concrete reinforcement worker 鋼筋工人。
reinforcement of 補(bǔ)強(qiáng)
layout 安放,布置,劃線; 擺放; 版面編排；版面設(shè)計(jì); 版圖; 布局，安排，設(shè)計(jì); 布局，可以將目前的視圖設(shè)置保存為一種布局; 布局設(shè)計(jì)；設(shè)計(jì)；規(guī)劃圖; 布圖設(shè)計(jì); 布線; 布置，配置; 布置，平面圖; 布置方案; 布置規(guī)則; 草圖; 場(chǎng)地設(shè)計(jì); 陳設(shè)配置; 電路設(shè)計(jì)的配置電路圖磁盤(pán)布局打印格式敷設(shè)線路格式工廠設(shè)備布置配置配置圖規(guī)劃總體布置布局布局配置版面編排形式設(shè)計(jì)圖案; 定線; 動(dòng)畫(huà)美術(shù)設(shè)計(jì)指動(dòng)畫(huà)影片中人物和背景的造型設(shè)計(jì)，也指負(fù)責(zé)這個(gè)工作的人。; 方案圖; 觀測(cè)系統(tǒng)；設(shè)計(jì)；安排; 觀測(cè)站; 廣告布局（版式）; 規(guī)劃設(shè)計(jì) 布置圖; 規(guī)劃,設(shè)計(jì),編排,版面,配線,企劃,設(shè)計(jì)圖案,布局圖,版面設(shè)計(jì); 規(guī)劃設(shè)計(jì)；設(shè)計(jì)；規(guī)劃圖; 及多腔模布局; 流層布置; 流程布置; 輪廊; 沒(méi)計(jì); 排嘜，排料; 平面布置; 設(shè)計(jì)，廣告圖樣; 設(shè)計(jì)；規(guī)劃設(shè)計(jì)；規(guī)劃圖; 設(shè)計(jì)劃線; 設(shè)置分屏預(yù)覽的布局; 身體與橫桿平行的過(guò)桿法; 數(shù)法表; 圖面布局; 外形圖; 下料; 線路圖; 牙輪鉆頭嚙合圖; 總體布局
additional reinforcement 附加補(bǔ)強(qiáng); 附加鋼筋
adventitious reinforcement 偶然強(qiáng)化
amount of reinforcement 配筋率; 強(qiáng)化量
anchorage of reinforcement 鋼筋錨具
anticrack reinforcement 抗裂鋼筋
aperiodic reinforcement 不定期強(qiáng)化
area of reinforcement 補(bǔ)強(qiáng)面積; 鋼筋加強(qiáng)面積; 鋼筋截面面積; 鋼筋面積; 鋼筋強(qiáng)面積
arrangement of reinforcement 布筋; 鋼筋布置; 鋼筋排列
asbestos reinforcement 石棉增強(qiáng)材料
assembling reinforcement 綁扎鋼筋
aummary of reinforcement 鋼筋表
autogenic reinforcement 自生強(qiáng)化
automatic reinforcement 自動(dòng)強(qiáng)化
auxiliary reinforcement 輔助鋼筋
axial reinforcement 軸向增強(qiáng)，軸鐵筋，軸方向鐵筋
balanced reinforcement 均衡配筋
bamboo reinforcement 竹筋
bar reinforcement 棒鋼筋; 粗鋼筋; 鋼筋棒
bead reinforcement 凸緣加強(qiáng)
beam reinforcement 梁的配筋
binary reinforcement 二元增量

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Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high-rise structures ( the draft asked for advise hi 2000 ) ca n't ensure that the coupling beams have fairly good seismic ductility; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n't obvious; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams
本文通過(guò)對(duì)三根小跨高比(均為lh=1.0)剪力墻洞口連系梁在低周反復(fù)荷載作用下的試驗(yàn)，了解了嚴(yán)格按《鋼筋混凝土高層建筑結(jié)構(gòu)設(shè)計(jì)與施工規(guī)程》(2000年征求意見(jiàn)稿)設(shè)計(jì)的連梁具有的抗震性能，研究了采取增大連梁配箍量同時(shí)加強(qiáng)縱向構(gòu)造筋的方案對(duì)抗震性能的影響，并進(jìn)一步對(duì)新的配筋形式的連梁進(jìn)行了探討，了解了在連梁梁端配置多排交叉斜筋方案對(duì)連梁抗震性能的改善。通過(guò)對(duì)試驗(yàn)現(xiàn)象的觀察和量測(cè)結(jié)果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標(biāo)對(duì)各個(gè)試件的抗震性能進(jìn)行了比較，最后得出結(jié)論：《鋼筋混凝土高層建筑結(jié)構(gòu)設(shè)計(jì)與施工規(guī)程》(2000年征求意見(jiàn)稿)不能保證小跨高比連梁具有較好的抗震延性：通過(guò)增大連梁配箍量同時(shí)加強(qiáng)縱向構(gòu)造筋的方案對(duì)改善連梁的抗震延性的效果不太明顯；梁端配置多排交叉斜筋的連梁具有相對(duì)較好的受力性能，其延性和耗能性能等各項(xiàng)性能指標(biāo)均優(yōu)于普通配筋連梁，宜在深連梁中采用。

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