This paper investigates the eccentric compression performance of high-strength steel reinforced concrete (SRC) columns. In addition. the feasibility of the calculation codes used for the load-carrying capacity of these columns is verified by eccentric compression tests on 10 high-strength SRC columns with Q460 and Q690 steels and two normal SRC columns with Q235 steel. Moreover. https://www.nacrack.com/flash-deal-Diamond-Painting-Zee-en-strand-special-find/