earthquake action 中文意思是什麼
earthquake action
解釋
地震酌- earthquake : n. 1. 地震。2. 大變動，動亂。
- action : n 1 動作，活動；行為，行動。 ★ act 指一次所作的行為；action 雖與 act 同義，但多半指某一期間內出現...
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The application of the baruch method to the analysis of earthquake action of cylindrical multi - silos supported by cylinder
法在筒承式群倉地震分析中的應用 -
Wave motion analysis of earthquake action on the toe of retaining walls
擋土墻墻趾地震作用的波動分析 -
Characteristic value of earthquake action
地震作用標準值16 -
Analysis of the influence factors of earthquake action of concrete frame structure
混凝土框架結構地震作用影響因素分析 -
Direct dynamic analysis of plate - cone cylindrical reticulated shell subject to earthquake action
板錐柱面網殼結構地震響應的動力時程分析 -
The load case reckoned in horizontal earthquake action was design control load case
（ 3 ）從構造措施一上著，各類構件均有不滿足的情況。 -
Calculation of vertical stiffness matrix of frame structures subjected to vertical earthquake action
豎向地震作用下框架結構豎向剛度矩陣的計算 -
To make a comparison between earthquake action and vibration action, the seismic analysis of hydropower house is carried out
另外作為比較，也進行了水電站廠房地震作用分析。 -
It is necessary to decide the reasonable mode number when we analyze earthquake action in construction design
建築結構在進行地震作用計算時，確定所需計入的振型數是必不可少的。 -
This paper calculated the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action
本文計算了平面串並聯多質點系結構在豎向地震作用下的豎向剛度矩陣。 -
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。 -
First, in view of the earthquake action for assessment of existing structures in re - service term, hysteretic model of corroded members is introduced to earthquake damage prediction based on reliability theory
為科學預測未來地震造成的破壞併合理估計其造成的損失，應該以在役結構為對象，這樣才符合地震時結構的實際情況。 -
The vulnerability evaluation procedure of hazus99 which is widely adopted in the united states and world wide is introduced in briefly. then the general technical frame of the first part is illuminated as follows : by means of the form of hazus99, the earthquake action is expressed by demand spectra and the capacity of buildings is described by capacity curve
在此基礎上，本文敘述了「吸收hazus99的表達形式，以需求譜來表達地震作用、抗力曲線表達結構的抗震能力，用需求譜和抗力曲線的交點確定的譜位移和各個震害等級對應的譜位移均值和標準差一起，分別計算建築物對應各個震害等級的超越概率，獲得易損性曲線」的一套完整的技術思路。 -
According to calculation pattern of plane frame - bent structure, the load and earthquake action are calculated firstly, the static response and dynamic response of the reformed structures are then analyzed by means of sap84 procedure
然後取平面框排架計算簡圖，進行荷載和地震作用計算，利用sap84程序對改造后的結構體系進行了結構的靜力和動力分析。 -
( c ) there are no plastic hinges in frames of 7. 5 regions by intermediate earthquake action. and favorable general seismic capacity behaves in rare earthquake action. the whole structure forms a relatively exhaustive " beam - hinges plastic mechanism "
7度半框架在設防烈度地震作用下結構各個桿件均未出鉸；在罕遇地震作用下仍然表現出了良好的總體抗震性能，整個結構形成了較為徹底的「梁鉸機構」 。 -
In kinematics similarity test, test simulates specimens in earthquake action. by the hysteretic curve, anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized
並且研究了在動荷載作用下混凝土等級、截面配筋率和墻肢截面高厚比等因素對短肢剪力墻抗震性能的影響。 -
Special - shaped column frame, its seismic behavior is studied and a new dissipating - seismic - energy structure, r. c. special - shaped column frame with viscoelastic friction damper ( f - ved ) is proposed and studied. a three - dimension solid element model is established for a special - shaped column frame to study its seismic behavior and time history responses under earthquake, some conclusion is drawn about its characteristics of force and displacement under horizontal earthquake action
為了進一步推廣和擴大異型柱框架結構的應用范圍，本文對異型柱框架結構在水平地震作用下的受力特點和抗震性能進行了研究，並提出在異型柱框架中設置粘彈性?摩擦阻尼器（ viscoelastic - frictiondamper ，簡稱f - ved ） ，對其進行了水平地震作用下的減震控制研究。 -
The analysis results and suggestions have been adopted in the structural design. from above analysis, the thesis gets conclusions as following : ( 1 ) total shearing forces under earthquake action in stories under transfer story increase as position of transition story elevated, which is the negative impact resulted from higher position of transfer story and the regulations of position of transfer story in code is reasonable
本文的分析結果及建議已用於該工程的結構設計中，對于轉換層位置及形式對復雜高層建築結構地震反應的影響問題，主要得出以下一般性結論：地震作用下，轉換層下部樓層的層總地震剪力和彎矩隨轉換層位置的增高有所增大，這是轉換層位置較高帶來的不利影響，規范對轉換層位置進行限制是適當的。 -
In the case of seldomly occurred earthquake, the artificial vertical seams play their roles, changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action
在大震作用下，人工豎縫發揮作用，改變了墻肢的破壞形態、降低了結構的剛度和地震作用。 -
From the global stiffness matrix of plane frame, condensing the static force and eliminating the coupling of vertical force and displacement and other broad sense force and displacement, obtained the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action considering the influence of horizontal girds and nodal
從平面串並聯多質點系結構的總剛度矩陣中，採用靜力凝聚法，消去豎向力和豎向位移與其它廣義力和廣義位移之間的耦聯關系，得出框架結構在豎向地震作用下考慮水平梁和節點轉角影響的豎向剛度矩陣。
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