collapse design 中文意思是什麼
collapse design
解釋
破壞階段設計-
Design should incorporate provisions to avoid any accidental collapse of a bed full of solids.
在設計中應考慮如何避免豐富的固體床層由於意外事故而崩塌。 -
This p aper aim at the project application, study on collapse mechanism and design criteria of eccentrically braced steel frames under cyclic load
本文以工程應用為目的，研究和探索了各種典型的偏心支撐鋼框架在循環荷載作用下的滯洄性能和破壞機理，並提出了抗震設計對策和建議。 -
Third, refactoring for the design and programming disfigurements which exists in the software prototype everywhere. in this thesis i will list some big granulated refactoring : extract class, inline class, move method, collapse hierarchy to remove unnecessary hierarchy, and introduce parameter object to remove long parameter list. by using pattern and refactoring, the original software prototype has been obtained the basic characteristics of framework
第三，對軟體原型中無處不在的設計和編程缺陷進行重構，這里主要列出的是一些粒度較大的重構：提煉類，內聯類，搬移函數，折疊繼承體系去除不必要的繼承，引入參數對象去除過長參數列。 -
By analyzing the features of engineering geology of northeast part fenghuang mountain in yanan, the adverse geological problems including landslides, slumps, collapse and hazardous slopes are presented and their stability is assessed by virtue of bishop ' s method and surphas thrust method commonly used in limit equilibrium analysis, in order to supply the reliable basis for future design schemes
摘要通過對鳳凰山東北麓工程地質特徵的分析，指出該區存在的不良地質問題有滑坡（滑塌）以及危險斜坡等，並對各滑坡（滑塌）以及危險斜坡的變形破壞特徵進行了分析，最後運用斜坡（滑坡）穩定性計算中常用的瑞典法、畢肖普法和剩餘推力法對其進行了穩定性驗算，為鳳凰山東北麓後期的治理設計提供了依據。 -
With the development of high - rise and long - span building, columns have to bear higher and higher axial load. based on the investigation to damage caused by earthquakes, people have realized the design of columns play a key role to prevent the collapse of building in strong earthquakes. to meet this need, the columns are required to have high strength as well as high ductility
大量的震害表明，建築物會否倒塌在很大程度上取決于柱的設計，特別是隨著高層建築和大跨結構的發展，柱的軸力越來越大，柱不但需要很高的承載力而且需要較好的延性以防止建築在大震情況下倒塌。 -
Adopts thin blade design, neat paper margin after cutting, no collapse and crack
采薄刀設計，修裁后紙邊平整， ?倒楞， ?破? -
Design of wastewater treatment utilizing mine collapse basin
塌陷盆地處理污水的設計 -
Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been
本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。 -
By using finite element method, full - scale tests and the strain survey method, as for the crescent - shaped wear casing, this paper has discussed on mechanism of casing collapse and its influence on casing collapse. furthermore, computing method for both uniform wear and crescent - shaped wear situation was introduced, which can be used directly for casing string design
採用有限元分析、實物試驗及實驗應變測量方法，研究了套管產生不均勻磨損時的擠毀失效機理及其對套管擠毀性能的影響，確定了均勻磨損和不均勻磨損對套管擠毀性能的計算方法，研究結果可直接用於套管柱強度設計和校核中。 -
Since the overall failure of a ship hull is normally governed by buckling and plastic collapse of the deck, bottom or sometimes the side shell stiffened panels, it is of crucial importance to accurately calculate the ultimate strength of stiffened panels in deck, bottom and side shell for more advanced structural design of ship structures
由於船體梁的總體破壞通常由甲板、底板或者舷側加筋板的屈曲或塑性破壞控制，因此在船舶結構設計中準確地計算甲板、底板或舷側加筋板的極限強度就顯得尤為重要。 -
By means of experimental investigation and theoretical analysis, a equivalent flexural stiffness model to origin slab is set up to meet tall building ' s design require and the structure ' s design procedure is stipulated to three phases - internal force analysis, carrying capacity checkout and anti - collapse design,
通過試驗研究及理論分析，提出了中高層密肋復合墻體的抗彎等效模型以及結構設計的內力分析、承載力驗算、抗倒塌設計三個階段。 -
So the collapse of 2 ~ ( # ) landslide body will affect failure - free operation of the power plant. because of the serious consequences caused by slope failure, the study of safety factor against sliding and reinforcing structure ' s design and analytic method is concerned by lots of engineers
由於邊坡失穩可能會引起嚴重後果，所以塌滑體抗滑穩定安全度和加固結構設計及分析方法的研究是國內外工程界十分關心的研究課題。 -
According to the fact of seismic design of our country, a practical displacement - based seismic design method is put forward. the seismic performance level is divided into three : serviceability, life - safety, and collapse protection, hi order to control the performance level of the structure, the three levels are quantified with story drift angles
為了與我國建築抗震設計規范的設防目標相協調，並便於在設計計算中予以控制，本文將建築結構的功能劃分為三個水平，即使用良好、人身安全和防止倒塌，並採用層間位移角限值來量化框架結構的功能水平。 -
On the basis of the requirements, performance - based seismic design was developed which address life safety, control damage in minor and moderate earthquakes, and prevent collapse in a major earthquake
因此人們提出了基於性能的抗震設計思想。以使所設計的建築物在一定的地震作用下不發生破壞，同時避免在大震作用下發生倒塌。
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