anti seismic design 中文意思是什麼
anti seismic design
解釋
房屋抗震設計-
Thus the use of steel fiber reinforcement concrete in corbel can avoid complicated calculating in design, and the diminish difficulty of construction, at the same time when corbel ' s dimension can not be increased the reinforcement concrete corbel ' s ultimate load capacity and anti - seismic performance can be improved by the addition steel fiber into concrete. this method has become a kind of applied method and is highly concerned by the domestic and international academe and engineer group
因此，在配筋密集的牛腿中使用鋼纖維混凝土可以避免設計時繁雜的配筋計算、減小施工難度，同時在牛腿截面尺寸不能增大的情況下，可以通過加入鋼纖維來提高鋼筋混凝土牛腿的承載力和抗震性能，用鋼纖維加入鋼筋混凝土牛腿已成為一種實用方法受到了國內外學術界和工程界的極大關注。 -
But it is not maturated in some cases of the theory, especially of its dynamic character - istics and design method in anti - seismic
然而加筋土擋墻的設計理論還不夠成熟，尤其在動力特性及動力設計方面。 -
By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design
本文通過大量算例分析，研究柱腳鉸接楔形變截面門式剛架的抗震性能，並對其自振頻率、振型進行了分析；通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下，樑柱截面尺寸不變時，柱上端、梁端、跨中截面處的內力大小，確定在什麼情況下地震作用效應組合起控製作用，變截面門式剛架需要進行抗震設計。 -
Technology isolated earthquake and design principal in the domestic and international application is introduced in this paper and isolated earthquake design method is presented, according to the code for anti - seismic design of buildings and combining engineering examples, isolated structure and no isolated structure are analysed comparatively
摘要介紹了隔震設計原理及隔震技術在國內外的應用，依據《建築抗震設計規范》並結合工程實例，對比分析了隔震結構和非隔震結構抗震設計方法，為結構抗震設計提供了參考依據。 -
According to the need of design code for anti - seismic of engineering constructure, the bedrock peak acceleration rate and response spectrum of exceeding probability of 63 %, 10 % and 2 % are given respectively and seismic motion parameters are also calculated, which will provide the evidences for anti - seismic design of this electric power equipment station
按工程建築物抗震設計規范要求，分別給出了50年63 % 、 10 %和2 %超越概率水平的基巖峰值加速度及反應譜，計算出地震動參數，為該電力設備站建設提供了抗震設計依據。 -
The evolvement and improvement of anti - seismic design just is the ceaseless summarize and development process we realized that we thorough research and scientific practice
抗震設計的演變與改進正是人們對抗震設計理論深入研究和科學實踐、不斷總結和發展的認識過程。 -
In this paper, base on the synthetic analysis of the earthquake hazard of laiwu city, the anti - seismic fortification standards ( the design intensity and the seismic design dynamic coefficient ) in diferent areas of the city are given
本文在綜合分析萊蕪市地震危險性的基礎上，對萊蕪市萊城區抗震設防標準（設防烈度及設計地震動參數）進行了研究。 -
Thirdly. based on the analysis of the engineering geology, hydrogeology and the dynamic peculiarity of the site soil, and the analysis and caculation of the seismic reaction, it gains the anti - seismic design coefficient and divided the city area into three seperate defence zones. marked a, b, c. finally, it makes a researsh of the seismic effect of the site of the city and makes the suggestions of the land utilizing. dividing the city land into 4 sub - zones
第三在分析研究萊蕪工程地質、水文地質及場地土動力特徵的基礎上對萊蕪市場地地震反應進行了分析計算，得出萊蕪市抗震設計地震參數，並分為a 、 b 、 c三個設防區。最後對場地地震破壞效應進行了研究，對萊蕪市土地利用進行了分區，並提出了合理利用土地建議。 -
The results provide references for the anti - seismic tunnel design
為隧道抗震設計提供了依據。 -
This paper introduces the designed engineering project as a special case to find the critical path method and discusses the main features in the anti - seismic design model
對測試數據中判別出的結構低階自振頻率與有限元計算結果進行對比，分析誤差的合理原因。 -
Today, the criterions for anti - seismic design are very simple. in order to solve the problems in anti - seismic design, the research is carried out the work that has been done include the following aspects : ( 1 ) based on the deep analysis of the basic discipline of friction - reinforced theory and pseudo - cohesion concept, failure modals that can be existed in the reinforced earth retaining wall and their prevention measure and calculational methods are analysed and summarized
本文主要針對加筋土擋墻抗震設計中存在的問題展開研究，主要研究內容和取得的成果如下: （ 1 ）利用摩擦加筋原理和準粘聚力理論對加筋土的基本原理進行了深入分析，對加筋土擋墻可能存在的各種破壞模式及其防治措施、計算方法等作了深入分析和總結。 -
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。 -
The research in this paper offers a theoretical foundation for city antidetonation and anti - seismic design
本研究為萊蕪市抗震防災和抗震設計提供了科學依據。 -
The safety standard of anti - seismic structure design of reinforced concrete has been improved, but structure cracks are more and more and hard to control
摘要在新規范貫徹執行以來，雖然鋼筋混凝土抗震結構的設計安全水準有了提高，但在實際工程中發現，結構出現裂縫的現象反而更加嚴重和普遍，而且更不易於控制。 -
Traditional anti - seismic design method all assumes that the ground is rigid and use the displacement of the free field as input ground motion for structure. when the foundation has a huge rigidity and the superstructure has a small rigidity, the assumption is advisable in the engineering range
當基礎剛度很大而上部結構剛度很小時，這種假定在工程精度范圍內是合理的，但當建築物剛度與基礎剛度較為接近或相差不大時，這樣的假定對上部結構反應將產生較大的誤差。 -
The results obtained from the analysis show that the capacities of the anti - wind and anti - seismic of this bridge can be assured with the reasonable structure layout and section design although its span is very large
結果表明，這種新型結構雖然跨度較大，但是由於結構布置、截面設計都較為合力合理，所以其抗震抗風性能都是有保障的。 -
On the basis of the fundamental principle of push - over method, together with some basic assumptions, this paper edit computer program of the loading - displacement skeleton curves of the sgrc frame, considering p - delta effect. then this paper use this program to calculate and analysis the loading - displacement nonlinear relations of eleven sgrc frames, which are in two different loading modes. the results calculated by computer are in good agreement with experimental values, so this program is accurate, and the push - over method is practicable analytical method in actual anti - seismic design
本文依據靜力彈塑性分析方法的原理，編寫了關于鋼筋混凝土框架的荷載-位移非線性曲線關系的計算程序，其中考慮了框架的二階效應的影響，對兩種採用不同加載制度的共11榀煤矸石混凝土框架進行了荷載-位移全過程非線性計算分析，通過分析得到的計算結果，說明了本文程序的準確性，從而驗證了靜力彈塑性分析方法在實際抗震設計中的可行性。 -
As an element of resisting vertical load and part of horizontal load, we must satisfy the demand of ductility frame in anti - seismic design
框架作為抵抗豎向荷載和一部分水平荷載的結構構件，在抗震設計中，必須實現延性框架的要求。 -
With the development of economic and social, the security and practicability of architecture anti - seismic design is required much rigorous, especially, the industry to the high accuracy technological development, uses traditional the project earthquake resistance design method sometimes not to be able to meet the project actual need
隨著經濟和社會的發展，對建築抗震設計的安全性和實用性提出了更為嚴格的要求，特別是工業向高精度技術發展，採用傳統的工程抗震設計方法有時不能適應工程實際的需要。
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