Seismic performance of reinforced concrete beam column joints strengthened with ECC shells. [PDF]
Xiao Z, Wang L, Huang R.
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Study on Seismic Behavior of Earthquake-Damaged Joints Retrofitted with CFRP in Hybrid Reinforced Concrete-Steel Frames. [PDF]
Ma X +7 more
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Assessment of Seismic Performance and Structural Health Monitoring of a Retrofitted Reinforced Concrete Structure with Polyurethane-Based Interventions and Vertical Greenery Systems. [PDF]
Rousakis T +13 more
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An engineering-informed voting ensemble framework for rapid seismic risk screening of reinforced concrete structures. [PDF]
Pürsünlü Ö +3 more
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Optimum Carbon Fiber Reinforced Polymer (CFRP) Design for Flexural Strengthening of Cantilever Concrete Walls Using Artificial Neural Networks. [PDF]
Bekdaş G +3 more
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Axial-Flexural Performance of Steel Fiber-Reinforced Concrete Columns: Effects of Axial Load Ratio and Steel Fiber Volume Fraction. [PDF]
Kim SW, Park IH, Seok S, Choi W, Kim J.
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Related searches:
This study investigates structural behaviors of reinforced concrete (RC) moment frame connections strengthened using three different FRPs with different cross section configurations. The novelty of this research is the strengthening of a beam–column connection with FRP composites, where the joint consists of a weak column and a strong one that plays a ...
M. Maras, Fatih Kantarcı
semanticscholar +2 more sources
A reinforced concrete (RC)/steel vertical hybrid frame structure usually consists of a lower concrete structure and an upper steel structure connected in series.
B. Ghanbari, M. Fathi, A. Akhaveissy
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This paper presents a new strengthening method for existing frames by using outside sub-structures, namely, precast bolt-connected steel-plate reinforced concrete (PBSPC) frame-braces.
Xu‐Yang Cao, De‐Cheng Feng, Gang Wu
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This study introduces a new load increment method for the ductile reinforced concrete (RC) frame structures by including strain-hardening effects. The proposed method is a nonlinear static analysis technique employed for RC frame structures subjected to constant gravity loads and monotonically increasing lateral loads.
M. G. Aksoylu, K. Girgin
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