Experimental and analytical research on the seismic performance of CEEP joint
Author:
Funder
State Grid Hebei Electric Power Company
Publisher
Elsevier BV
Reference37 articles.
1. Effect of biaxial bending moment on the behavior of steel extended end-plate connection;Nawar;Eng Struct,2021
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3. Experimental investigation into the failure process of exterior beam-column joints with high-strength reinforcements;Arshadi,2020
4. Influence of initial imperfection on the behaviour of extended bolted end-plate connections for portal frames;Chen;J Constr Steel Res,2006
5. B.T. Adey, G.Y. Grondin, J.J.R. Cheng. Cyclic loading of end plate moment connections. Canadian Journal of Civil Engineering. 27(4): 683–701. 〈https://doi.org/10.1139/l99–080〉.
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