aseismic code 中文意思是什麼
aseismic code
解釋
防震規范-
Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research
鋼筋混凝土異型柱結構體系，採用t形、 l形、十形截面柱代替傳統的矩形截面柱，以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻；框架柱隱于墻內，避免了屋角柱楞突出對室內觀瞻及佔用空間的影響，同時，又具有框架結構布置靈活、易於分隔的優點，深受住戶及房地產開發商的歡迎，是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。 -
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。 -
In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed
本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。 -
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。 -
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。 -
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。 -
In this paper, a new method of performance - based seismic design, energy analysis method is proposed firstly by taking into account the merit and fault of methods of aseismic design in current code and performance - based seismic design
本文在分析現行規范抗震設計方法和基於性能的抗震設計方法優缺點的基礎上，提出了一種新的基於性能的抗震設計方法?能量分析法。 -
The test results show that : the above two steel bracing - retrofitting methods can improve the lateral stiffness and energy - dissipating capacity of the existing frame structure effectively ; the adopted connection configuration can transfer the force of steel braces to existing frame effectively : retrofitting existing rc frame structures with steel braces while the members adjacent to the steel braces be retrofitted can meet the requirements of aseismic design code
試驗表明，兩種支撐加固方法都能顯著提高結構的抗側剛度，有效改善結構的耗能能力；所採用的支撐連接構造可靠，能有效地傳遞支撐的內力；採用鋼支撐加固鋼筋混凝土框架結構時，可僅對與鋼支撐相關的構件進行加固，整體結構能滿足《規范》要求。
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