frame n. 1.機構;組織;系統(tǒng)。 2.結構,框架,構架,骨架,骨骼。 3.體格,身軀。 4.精神狀態(tài),心情。 5.【園藝】溫床,陽畦;船的肋骨;【印刷】排字臺,活字架;【機械工程】架,座;【電影】畫面,鏡頭;【電視】幀。 6.【美俚】橋牌比賽,職業(yè)拳擊賽的一個回合,棒球的一局。 7.〔美俚〕誣陷 (=frame-up)。 backing frame 【攝影】安片框。 cant frame 【造船】斜肋骨。 a missile frame 【軍事】飛彈彈體。 a pea frame 豌豆架。 square frame 【造船】直肋骨。 the frame of government 政府機構。 a man of gigantic [massive] frame 體格魁梧的人。 frame of axes 【數學】坐標系統(tǒng)。 frame of mind 心情,心境。 frame of reference 1. 【數、物】參考系(統(tǒng)),參考坐標[標架],坐標系(統(tǒng)),讀數[計算]系統(tǒng),空間坐標,基準標架。 2. 觀點,理論。 out of frame 紛亂,無秩序。 sheriff's picture frame 絞索。 adj. 〔美國〕木造的,木結構的。 frame building [dwelling, house] 木造房屋。 vt. 1.編制,組織。 2.構造;給…裝框子[裝架子]。 3.作出,擬定,想像,設計,計劃。 4.使適合 (for)。 5.講出,說出。 6.〔口語〕捏造(事件),陷害,誣陷。 7.〔古語〕舉步走向 (toward)。 a lake framed in woods 樹木環(huán)抱著的湖。 frame a lie 編謊話。 frame a plan 擬定計劃。 be framed 〔美國〕陷入圈套。 vi. (計劃等)有成功希望。 be not framed for 不適于;經不起,受不了。 frame to oneself 想像。 frame well 有才能,有希望 (He frames well in speaking. 他有希望作演說家)。 n. -r ,-less adj.
Study on seismic behavior of recycled concrete frame joints 再生混凝土框架節(jié)點抗震性能研究
The experiment about gabled frames joint ' s capability is performed 對門式剛架節(jié)點性能進行了試驗研究。
Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints 鋼纖維混凝土框架節(jié)點抗震性能試驗研究
If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield , the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint 但是同時,當柱上沒有過柱次梁時,則會產生另類的破壞形式,例如本試驗中的試件二的中節(jié)點的破壞。
The static load test was done on the frame beam strengthened by cfrp with frame joint anchored in different mode , and the hearing capacity , deflection and width of crack was surveyed 摘要對采用不同梁端錨固方式的碳纖維布加固框架梁進行靜載試驗研究,在承載力、撓度及裂縫開展等方面進行了綜合比較和分析。
Based on comprehensive literature research , this dissertation carried out the experimental study and three - dimension finite element analysis of the behavior of subassemblage and prestressed frame joints under loads 本文在廣泛閱讀國內外文獻的基礎上,進行了預壓裝配式框架節(jié)點受力性能試驗研究及三維有限元分析。
The research indicates that the subassemblage and prestressed frame joint has good seismic performances and anti - crack behaviors , providing theoretical support and test data for the spreading and appling the subassemblage and prestressed concrete frames in our country 本文研究表明,預壓裝配式框架節(jié)點具有良好抗震性能和抗裂能力,為預壓裝配式預應力混凝土結構在我國的推廣應用提供理論依據和試驗資料。
Five specimens have been designed and tested , among which four specimens are frame joints between concrete - filled steel tubular core columns and prestressed concrete beams and one specimen that is a contrast is a joint between a reinforced concrete column and a prestressed concrete beam 本文設計試驗了5榀節(jié)點試件,其中4榀為采用了不同直徑鋼管的鋼管混凝土核心柱與預應力混凝土梁框架節(jié)點; 1榀為普通混凝土柱與預應力混凝土梁框架節(jié)點,該節(jié)點作為對比之用。
In the calculating process . the function of liquid proportion control was discussed . especially to the synchronic control system and the dynamic character of synchronic error and the motor circuit . lt also discussed the relationship between the hydraulic system parameter and the transmission system . in the transmission unit . the mechanical function of main parts has been optimized and calculated . good results gotten . the stress and deformation of the frame joints and poles were calculated using structure mechanics method . the character of the screw pole were analyzed 同時,為提高設備整體的性能,對機械傳動單元中重要部件臺面框架與絲杠的機械性能進行了優(yōu)化與計算,重點運用結構力學的分析方法對臺面框架各節(jié)點與桿件的受力與變形做了精確的計算,并對絲杠的耐磨性、剛度、穩(wěn)定性進行了可靠性分析,保證了設備的總體精度,提高了設備的可靠性,得到了比較理想的結果。
The main contents are as follows . by the experiments of two joints under low - reversed cyclic loading , the paper analyzes the failure pattern , energy dissipation , ductility and cracking in the joint cores , evaluates the seismic performances and anti - crack behaviors of the joints , and deduces the anti - crack formula of the subassemblage and prestressed frame joint . through the fini te element analysis software ansys , the paper analyzes the specimens nonlinearly , and the theoretical analysis results are well consistent with those of the experiment 主要內容包括:通過兩榀節(jié)點在低周反復荷載作用下的試驗,分析其破壞形態(tài)、耗能能力、延性性能和節(jié)點核芯區(qū)裂縫開展情況,評估節(jié)點的抗震性能和抗裂能力,推導出預壓裝配式框架節(jié)點的抗裂驗算公式;并運用ansys對試驗中的節(jié)點進行了非線性分析,計算結果與試驗結果基本吻合。