Rectangular steel pipe - steel reinforced high strength concrete beam flexural capacity calculation.pdf
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Further study in order to steel - steel reinforced high strength concrete flexural capacity limit state components of the mechanical properties, in accordance with the location and axis different damage models will be divided into a number of situations, using the superposition method to improve the rectangular steel pipe - steel reinforced concrete bending members are cross-section bearing capacity, give the project a typical pattern of damage, that is, pressure pipe, by drawing districts yield steel in tension zone of the bearing capacity formula for calculating yield. This method is easy to overcome the superposition method and the superposition method in the calculation of apparent defects, high calculation accuracy, the bearing capacity formula derived for engineering applications and provide a theoretical reference.
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All languages:English Chinese (Simplified) Chinese (Traditional)
Disclaimer:isheu.com aims to provide an online platform for sharing data, not to infringe the intellectual property rights; if you found the file uploaded by users infringe intellectual property rights, please notify us via Email, we will deal with in a timely manner.
