Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part I: experimental investigation-Reference-Cited by-同舟云学术

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Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part I: experimental investigation

Published:2008 Issue: Volume: Page:n/a-n/a
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Hong Won-Kee,Park Seon-Chee,Kim Jin-Min,Lee Seung-Geun,Kim Seung-Il,Yoon Ki-Joon,Lee Ho-Chan

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.485/fullpdf

Reference9 articles.

1. A fracture mechanics model for a composite beam with multiple reinforcements under cyclic bending;Carpinteri;International Journal of Solids and Structures,2004

2. Required and available moment redistribution of continuous steel-concrete composite beams;Chen;Journal of Constructional Steel Research,2008

3. Ductility of composite beams under negative bending: an equivalence index for reinforcing steel classification;Fabbrocino;Journal of Constructional Steel Research,2001

4. Composite steel and concrete structural systems for seismic engineering;Hajjar;Journal of Constructional Steel Research,2002

5. Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending;Han;Engineering Structures,2006

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1. Design method and experimental investigation of two-stage prestressed precast continuous beams;Structures;2024-05

2. Evaluation of Shear Strength Prediction on Steel Reinforced Concrete Deep Beams Using Simple Strut-and-Tie Model;Arabian Journal for Science and Engineering;2023-12-12

3. Hybrid steel girders: Review, advantages and new horizons in research and applications;Journal of Constructional Steel Research;2023-08

4. Experimental study on flexural behavior of partially precast high-strength steel reinforced ultra-high performance concrete beam;Engineering Structures;2023-06

5. Deformation capacity of flexural-controlled SRC columns under lateral cyclic load;Soil Dynamics and Earthquake Engineering;2023-06

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