two-storied 中文意思是什麼
two-storied
解釋
兩層的-
They are a pair of identical two storied colonial military barrack blocks with pitched chinese tile roofs with tar finish and verandahs with colonnades on the elevations
它們是兩座外型相同的雙層殖民地軍營,它擁有以中式瓦片鋪成的金字屋頂及以柱廊造成的主立面外貌。 -
Experimental study on bearing capacity and seismic behavior of large - span two - storied vierendeel truss transfer structure
大跨度疊層空腹桁架整體轉換結構模型受力與抗震性能試驗研究 -
Made up of two - storied lower huge platforms and three - storied upper building structures in the scale of 1 / 4 from the prototype, the model is tested under cyclic loading, and thus conducting the experimental study of the structure ' s capacity, stiffness, ductility, hysteresis capacity, yielding mechanism and failure phenomenon
通過對包括有大平臺兩層結構和上部三層結構的四分之一縮尺模型,在低周反復荷載作用下的試驗研究,重點分析了大平臺上部結構和下部結構的承載力、剛度、延性、滯回特性、屈服機制和破壞特徵等。 -
M. de villefort replied by ordering the strictest inquiries to be made respecting these two persons ; his orders were executed, and the following evening he received these details : - " the abb, who was in paris only for a month, inhabited a small two - storied house behind saint - sulpice ; there were two rooms on each floor and he was the only tenant
他的命令很快被執行了,第二天晚上,他接到了一份詳細的報告: 「神甫到巴黎已經一個月,住在聖蘇爾莫斯教堂後面的一座租來的小房子里,有上下兩層,每層有兩個房間。 -
This paper firstly compares the provisions about torsion effect and anti - torsion design in several codes ( the old and new chinese code for seismic, and some other countries " codes ). then, according to the code for seismic design of buildings ( gb50011 - 2001 ) and the code for concrete structure design ( gb50010 - 2002 ), the paper designs two multi - storied irregular concrete spatial frames, which respectively situated at the area of fortification intensity 8 and 9. subsequently, using the program based on the column - beam element of fiber model, input several ground motion records, which are selected according to the demand of code, to carry the structures " three - dimensional nonlinear analysis in two perpendicular directions at the same time
本文對比了我國新、舊建築抗震設計規范( gb50011 - 2001 、 gbj11 89 )以及國外設計規范(或指南)中關于結構扭轉效應與抗扭設計的相關規定;按照新建築抗震設計規范和混凝土結構設計規范( gb50010 2002 ) ,設計了設防烈度分別為8度和9度的兩個多層鋼筋混凝土不規則空間框架結構,利用纖維模型樑柱單元的三維非線性動力分析程序,根據新抗震設計規范的要求,在設防地震作用和罕遇地震作用水準下選擇適當的地震波作為輸入,對結構進行了雙向地震作用下的三維非線性動力反應分析。
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