斜交墻 的英文怎麼說
中文拼音 [xiéjiāo]
斜交墻
英文
canted wall-
Silver leant back against the wall, his arms crossed, his pipe in the corner of his mouth, as calm as though he had been in church ; yet his eye kept wandering furtively, and he kept the tail of it on his unruly followers
西爾弗雙手交叉倚墻而坐，煙斗斜叼在嘴角上，像在教堂里一樣平靜。然而兩隻眼睛卻滴溜溜地亂轉，眼梢始終監視著那幫不順從的傢伙。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
本文通過對三根小跨高比（均為l h = 1 . 0 ）剪力墻洞口連系梁在低周反復荷載作用下的試驗，了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）設計的連梁具有的抗震性能，研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響，並進一步對新的配筋形式的連梁進行了探討，了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較，最後得出結論： 《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）不能保證小跨高比連梁具有較好的抗震延性：通過增大連梁配箍量同時加強縱向構造筋的方案對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較好的受力性能，其延性和耗能性能等各項性能指標均優于普通配筋連梁，宜在深連梁中採用。In this paper, a new ductile rc coupled shear wall, namely rc coupled shear wall with concealed bracings, was put forward based on the study of shear wall with concealed bracings and inclined across steel bars in lintel beam. then the seismic design methods on shear wall with concealed bracings was given through the experimental study and theoretical analysis on seismic behavior and corresponding finite element analysis on elastic - plastic
本文在帶暗支撐剪力墻及雙肢剪力墻連梁配交叉斜筋的研究基礎上，提出了一種新型延性雙肢剪力墻? ?帶暗支撐雙肢剪力墻，通過抗震性能試驗研究和理論分析，以及相應的彈塑性有限元計算，給出了帶暗支撐剪力墻的抗震設計方法。3. through experimental and theoretic analysis it proved that it has more prominent effects in improving bearing capacity, the structure integer deformation and energy dissipating with concealed bracings in the two wall slabs than only with across inclined reinforcements in the lintel beams. and the key point of the rc coupled shear wall with concealed bracings is that concealed bracings can control the failure mechanism of the shear wall rationally
通過試驗和理論分析證明了在連梁中加配交叉斜筋對提高承載力和延性效果顯著，兩墻肢加設暗支撐后，兩墻肢抗震能力明顯加強，同時結構整體變形和耗能能力顯著增強，帶暗支撐雙肢剪力墻的關鍵在於合理地控制了剪力墻的破壞機制。分享友人