Design of post‐installed and cast‐in‐place anchors according to the new EN 1992‐4 and ACI 318‐19
暂无分享,去创建一个
[1] Konrad Bergmeister,et al. Randnahe Vierfachbefestigungen unter Querlast , 2008 .
[2] Arthur H. Nilson,et al. Design of concrete structures , 1972 .
[3] Philipp Mahrenholtz. Experimental performance and recommendations for qualification of post-installed anchors for seismic applications , 2012 .
[4] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[5] Rolf Eligehausen,et al. BEHAVIOR OF POST-INSTALLED ANCHORS TESTED BY STEPWISE INCREASING CYCLIC LOAD PROTOCOLS. , 2016, ACI structural journal.
[6] Akanshu Sharma,et al. Experimental investigations on concrete cone failure of rectangular and non-rectangular anchor groups , 2019, Engineering Structures.
[7] Rolf Eligehausen,et al. CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE , 1995 .
[8] Andreas Unterweger DDipl.-Ing.,et al. Randnahe Vierfachbefestigungen unter Querlast , 2008 .
[9] Konrad Bergmeister,et al. Querbeanspruchung von Ankergruppen in Randnähe – Stochastische Studien , 2008 .
[10] Longfei Li. Bemessung von Befestigungen mit elastischen Ankerplatten unter Zug‐ und Biegebeanspruchung , 2019 .
[11] Rolf Eligehausen,et al. Experimental investigation of concrete edge failure of multiple‐row anchorages with supplementary reinforcement , 2017 .