標題: Titlebook: Probabilistic Structural Mechanics Handbook; Theory and Industria C. Sundararajan (Consultant) Book 1995 Chapman & Hall 1995 concrete.desig [打印本頁] 作者: ALLY 時間: 2025-3-21 16:20
書目名稱Probabilistic Structural Mechanics Handbook影響因子(影響力)
作者: Alpha-Cells 時間: 2025-3-21 20:20 作者: Engaging 時間: 2025-3-22 01:20 作者: Magnitude 時間: 2025-3-22 05:56
Simulation-Based Reliability Methods,ering systems by imitating their real behavior. These methods are commonly called Monte Carlo simulation techniques. The principle behind the methods is to develop an analytical model, which is computer based, that predicts the behavior of a system. Then the model is evaluated, and therefore the beh作者: 閑逛 時間: 2025-3-22 11:58 作者: innovation 時間: 2025-3-22 16:05 作者: venous-leak 時間: 2025-3-22 20:52
Probabilistic Fatigue Analysis,more than 80% of all observed service failures in mechanical and structural systems. Moreover, fatigue and fracture failures are often catastrophic; they may come without warning and may cause significant property damage, as well as loss of life. Many cases of critical component fractures are observ作者: DECRY 時間: 2025-3-22 21:11
Probabilistic Analysis of Structural Systems,stablished. This follows the decades-long development of rational criteria for selection of safety factors on the basis of economy and risk. National and international regulatory and specification groups have incorporated new design manuals based on probabilistic criteria. These include civil, highw作者: 重畫只能放棄 時間: 2025-3-23 02:29 作者: osteoclasts 時間: 2025-3-23 07:13 作者: Schlemms-Canal 時間: 2025-3-23 11:14 作者: 印第安人 時間: 2025-3-23 14:08 作者: 粘 時間: 2025-3-23 20:53
Fuzzy Sets in Probabilistic Structural Mechanics, (in logic, it is indicated by either 1 or 0). In the fuzzy set, whether or not an element belongs to a set may be expressed not just by 1 or 0, but by any value between 0 and 1, indicating different degrees of the membership of the element. For example, 0 indicates a nonmembership, 0.3 a weak membe作者: ADOPT 時間: 2025-3-24 00:39 作者: STALL 時間: 2025-3-24 03:56
Probability-Based Design Codes,igner so that a minimum acceptable safety level is provided. The current codes specify load models (design loads) and resistance (design load carrying capacity). Safety reserve is implemented through conservative load and resistance factors.作者: 痛苦一下 時間: 2025-3-24 06:34 作者: 世俗 時間: 2025-3-24 13:11
Risk-Based Inspection and Maintenance,intenance, that is, scope, method, timing, and acceptance criteria, can significantly affect the likelihood of component failure. Most of the present-day in-service inspection and maintenance requirements are based on prior experience and engineering judgment. At best, some include an implicit consi作者: 嚙齒動物 時間: 2025-3-24 15:22
Probability-based life Prediction,arameters, design safety factors, design methods, type of structure, structural details, materials, construction methods and quality, loads, maintenance practices, inspection methods, and other environmental factors. These factors have different types of uncertainty associated with them. Generally, 作者: 討厭 時間: 2025-3-24 21:50 作者: 褪色 時間: 2025-3-25 00:56
C. Sundararajan,F. J. Wittknowledge is assumed.Provides a more in-depth introduction t.The idea of this book is to give an extensive description of the classical complex analysis, here ‘‘classical‘‘ means roughly that sheaf theoretical and cohomological methods are omitted....The first four chapters cover the essential core 作者: BAIT 時間: 2025-3-25 05:00 作者: Obsessed 時間: 2025-3-25 10:32 作者: 善變 時間: 2025-3-25 12:55 作者: Unsaturated-Fat 時間: 2025-3-25 16:09 作者: savage 時間: 2025-3-25 23:55
P. H. Wirschingere subelliptic as soon as they were hypoelliptic. This was indeed the case when . = 1 [Tr1] but in the case . > 1, an inaccurate reading of the proof (based on a non standard subelliptic estimate) given by Maire [Mai1] (see also Trèves [Tr2]) of the hypoellipticity of such systems, under the condit作者: Intact 時間: 2025-3-26 01:04
Fred Mosesere subelliptic as soon as they were hypoelliptic. This was indeed the case when . = 1 [Tr1] but in the case . > 1, an inaccurate reading of the proof (based on a non standard subelliptic estimate) given by Maire [Mai1] (see also Trèves [Tr2]) of the hypoellipticity of such systems, under the condit作者: Free-Radical 時間: 2025-3-26 06:14 作者: 祖?zhèn)?nbsp; 時間: 2025-3-26 09:41 作者: Dappled 時間: 2025-3-26 16:21 作者: Platelet 時間: 2025-3-26 18:45 作者: 最高峰 時間: 2025-3-26 21:45
Truong V. Vo,Kenneth R. Balkeyknowledge is assumed.Provides a more in-depth introduction tThis book is a translation of the forthcoming fourth edition of our German A book “Funktionentheorie I” (Springer 2005). The translation and the LT X E ?les have been produced by Dan Fulea. He also made a lot of suggestions for improvement 作者: 勛章 時間: 2025-3-27 02:39
Bilal M. Ayyub,Gregory J. Whiteknowledge is assumed.Provides a more in-depth introduction tThis book is a translation of the forthcoming fourth edition of our German A book “Funktionentheorie I” (Springer 2005). The translation and the LT X E ?les have been produced by Dan Fulea. He also made a lot of suggestions for improvement 作者: deface 時間: 2025-3-27 07:24
M. K. Ravindraknowledge is assumed.Provides a more in-depth introduction tThis book is a translation of the forthcoming fourth edition of our German A book “Funktionentheorie I” (Springer 2005). The translation and the LT X E ?les have been produced by Dan Fulea. He also made a lot of suggestions for improvement 作者: Popcorn 時間: 2025-3-27 11:36
https://doi.org/10.1007/978-1-4615-1771-9concrete; design; fatigue; finite element method; fuzzy; mechanical engineering; mechanics; reliability; sim作者: 極大的痛苦 時間: 2025-3-27 15:37
Introduction, advances in this field and still considerable research and development activities are in progress. This handbook presents a comprehensive set of chapters dealing with the wide spectrum of topics in the theory and applications of probabilistic structural mechanics.作者: PHAG 時間: 2025-3-27 20:25
Probabilistic Fracture Mechanics,minant crack contained in that body (Kanninen and Popelar, 1985). Such enlargement can occur over an extended period, due to cyclic loading and/or adverse environmental effects. This subcritical growth of the dominant crack eventually leads to attainment of critical conditions, at which point the crack grows rapidly in an unstable manner.
