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Positionierung von Innovationenat the University of California at Berkeley during the period of 1950 to 1990. The second part of the paper is to present a few recently developed numerical algorithms for dynamic analysis that are required in the design of wind, wave and earthquake resistant structures. These algorithms have been i黑豹 发表于 2025-3-29 04:29:49
https://doi.org/10.1007/978-3-8349-8392-3ive thermo-hygromechanical coupling (T-H-M), in order to account for the development of spallation pressures at exposures to high temperatures. Simulation of the ageing process in prestressed concrete pressure vessels is also considered.旧病复发 发表于 2025-3-29 09:36:25
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REDUCING THE EARTHQUAKE INDUCED DAMAGE AND RISK IN MONUMENTAL STRUCTURES: EXPERIENCE AT ECOLE POLYTEncluding transient uplift pressures in cracks, (b) related computer programs, (c) dam strengthening using post-tension anchors, and (d) related experimental validation work. The paper refers principally to research and development work performed at École Polytechnique de Montréal (Montréal University, Canada), in recent years.多样 发表于 2025-3-29 20:17:48
Adnan Ibrahimbegovic,Ivica KozarThe original approach of the book concerns constructing the sufficiently complete framework for dealing with new challenges in man-made and natural hazards, which calls for the expertise from several乐器演奏者 发表于 2025-3-30 01:29:44
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