aseismic design 中文意思是什麼

According to some common problems of aseismic design for cement - brick building with ground two - floor frame aseismic walls, the thesis raises opinions such as resonable layout for the ground two - floor frame aseismic walls, shear - resist and bend - resist ability of the transition floors should be strengthened

就底部兩層框架抗震墻磚房抗震設計的幾個問題，提出底部兩層框架抗震墻體系的合理布置，過渡樓層抗剪抗彎能力應適當增強，以及構造措施等。

The results showed that : ( 1 ) the models used by author and the analysis are useful and can be practiced. ( 2 ) after using isolation technology, the structure ' s period, earthquake response, base shear force and acceleration are all decreased markedly and the horizontal displacement focuses on isolation layer. ( 3 ) under frequent earthquake action, the shear force ratio between layers is close to 0. 35 ; in according with the provision in aseismic design code that the horizontal seismic reduction coefficient can choose 0. 53 and the upper building can be designed by decreasing one degree

計算模型分別採用三維空間模型及規范中建議的彈簧、質量模型，隔震層採用疊層橡膠隔震支座，運用大型結構有限元計算程序sap2000以及自主開發的nba結構程序計算隔震結構在多維地震動輸入下的動力非線性時程反應，同時研究了隔震結構在溫度變化的作用下，結構各桿件的內力變化，通過對變電建築物在傳統抗震作用下及隔震作用下的分析比較，得出一些有益的結論。

Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads

本文針對密肋壁板結構的主要受力構件? ?密肋復合墻體為研究對象，就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究，完成的主要工作有： 1 ）通過對密肋復合墻體在水平低周反復荷載和單調荷載作用下的試驗研究，提出了墻體的主要破壞模式；分析了框格與內部填充砌塊、墻板與外框的共同工作的受力特點；探討了不同破壞模式情況下墻體的承載能力、剛度、變形、延性、耗能等抗震性能，並給出了豎向荷載作用下密肋復合墻體的簡化力學模型。

Using the procedure of present ordinary aseismic design, the budget can be gotten. using the method of optimal aseismic design to produce the optimal aseismic design procedure through which the optimal budget can be obtained

通過現有普通抗震設計程序得出該實例的造價預算與利用優化設計方法編制抗震結構優化設計程序得出優化后造價預算進行對比。

However, in the aseismic design of engineering structures, a new method named seismic isolation has been found to solve this problem, with which the isolators and dampers are used to isolate, absorb and disperse energy so that seismic response of structures is reduced

為了提高結構的抗震性能，還可以探索新的途徑，那就是採用隔震技術，即利用隔震器和阻尼器來隔離、吸收和耗散地震能量，減小結構的地震反應。

Some aseismic design concepts of tube structure with transfer storey, including the level of transfer storey, the change rate of equivalent stiffness, the change rate of lateral stiffness, are presented. transfer brackets are used in shenzhen fujian xingye bank for extention and setback along the height of the building

文中給出了帶轉換層簡體結構抗震設計的幾個概念，包括：限制轉換層設置高度，控制轉換層上、下層結構的等效剛度比，控制轉換層與其上一層側向剛度比等。

The comprehensive aseismic design method to r. c. buildings is studied at last in this paper

論文最後討論了基於性能的鋼筋混凝土結構綜合抗震設計方法。

Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。

Abstract : this peper briefly expounds the significance of building ' s aseismic design and puts forward some opinions on aseismic design. the first is to stop using hollow plates in residential construction, the second is to make the architectural plan satisfy the requirements of seismic code, the third is to treat well building ' s foundation, and the fourth is to adopt structural reinforcing measures to building ' s weak positions

文摘:簡述了建築抗震設計的重要性，並對抗震設計提出了幾點建議，一是在民用建築中停止使用空心板，二是建築方案要滿足抗震規范的要求，三是確實處理建築物的地基，四是對建築物薄弱部位採取構造加強措施。

This peper briefly expounds the significance of buildings aseismic design and puts forward some opinions on aseismic design. the first is to stop using hollow plates in residential construction, the second is to make the architectural plan satisfy the requirements of seismic code, the third is to treat well buildings foundation, and the fourth is to adopt structural reinforcing measures to buildings weak positions

簡述了建築抗震設計的重要性，並對抗震設計提出了幾點建議，一是在民用建築中停止使用空心板，二是建築方案要滿足抗震規范的要求，三是確實處理建築物的地基，四是對建築物薄弱部位採取構造加強措施。

8 ) the paper, according to test simulation and theoretical computation, suggested a retrogressive qua - linear restoring force model, proposed possible failure modes under earthquakes and the reasonable failure mode, probed aseismic design method, and advised detail requirements. the originality of the thesis lies in : 1 ) to establish different mechanical models for different stages. during elastic stage, the wall was equaled to an elastic composite slab

8 ）根據試驗擬合和理論計算，給出了墻體的退化四線型恢復力模型;提出了密肋復合墻體在地震作用下可能發生的破壞模式和合理的破壞模式;結合抗震控制設計思想，探討了密肋復合墻體的抗震設計方法，並提出了保證結構計算模型簡化及增強結構整體性能的施工構造要求。

According to the theory of optimum aseismic design based on optimal fortification intensity, combining with present code for seismic design of buildings, making use of the method of two - stage minimum - cost design with given seismic intensity, the actual computation of optimal design for aseismic high rising frame structures can be gained

利用考慮最優設防烈度的抗震優化設計理論，與現行抗震設計規范相結合，通過給定地震烈度下二階段最小造價設計方法，對高層框架結構的優化設計進行實例計算。

Present state and preview of researches of structural aseismic design

結構抗震設計的研究現狀與展望

Aseismic design for vertical storage tanks based on damage performance

基於損傷性能的立式儲罐抗震設計方法

The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures, such as stirrup reinforcement characteristic value, nominal shear span ratio, axial compression ratio, the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed. the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis. with regard to the aseismic design and the request of ductility and energy dissipation, the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed

本文主要包括以下內容：討論了配箍特徵值、名義剪跨比、軸壓比、塑性鉸出現順序、預應力度等因素對無粘結部分預應力混凝土框架位移延性系數的影響，回歸了考慮影響因素的位移延性系數計算公式；對無粘結部分預應力混凝土扁梁框架結構，闡述了抗震設計對扁梁、柱截面尺寸的要求與限制；對滿足延性和耗能要求的無粘結部分預應力混凝土扁梁控制截面抗震配筋進行了探討；通過對無粘結部分預應力混凝土扁梁梁端的受力分析，改進了以往扁梁梁端扭矩設計值計算公式。

On the basis of the experimental research, calculation method of stiffness in different stage, ultimate bearing capacity of cavity sandwith panel infill steel frame are discussed and aseismic design method on the new lateral resistant system are concluded. this model is implemented into the analysis on the experimental steel frame and the results agree well with experimental results. the design method is presented according to the interacting of infill and frame

在試驗研究的基礎上，建立了空腔砌塊復合墻體鋼框架體系考慮退化的三線型恢復力特性模型，提出了模型各受力階段的剛度計算公式、極限承載能力的計算方法和抗震計算方法，將該模型的計算方法用於本次試驗鋼框架，所得出的計算結果與試驗吻合良好。

Abstract : in this paper, the author discusses the origin and the development of the aseismic design medel code, approaches the role and the characteristics of the model code, points out the necessity and the ways of drawing up and developing the model code in china, and puts forward a set of relatively complete classification of engineering structure operation function based on the performance design, and proposes the principles, framework and the methods of aseismic design classification

文摘:論述了抗震設計樣板規范的由來和發展，探討了樣板規范的作用和特點，提出了在我國編制和發展樣板規范的必要性和途徑，且提出了一套較完整的、基於性態設計的工程結構使用功能分類和抗震設計分類的原則、框架和方法。

Aseismic design on the super high and overrun project of xiamen yinjuxiangdi uptown

廈門銀聚祥邸超高超限工程抗震設計

Hence, the se ismic isolation technology can be applied in the aseismic design of engineering structures as a good way

因而，在結構抗震設計中，採用隔震技術不失為一種選擇的方法。

So, it is suitable to use the former for aseismic design of pile foundation but the latter for dynamic pile testing

因此在基礎動力設計中應採用較為嚴格的解，對基樁動測則可以採用簡化理論。