Experimental Study on Bearing Capacity of Q690 High-Strength Steel Tubes under Axial Load
p.101
p.101
Experimental Study on Durability of Foundation Concrete of Transmission Lines in Golmud Area
p.105
p.105
Experimental Study on Properties of Side Joint between Superimposed Slabs with Lattice Steel Bars
p.109
p.109
Finite-Element Analysis of Prestressed Concrete Frame Joints with Spread-Ended Beams
p.115
p.115
Frame Beam-Column Joints in the Design of the Concrete Strength Grade
p.120
p.120
Human Induced Vibration of Flooring-Systems in a High-Rise Building
p.123
p.123
Influence of Load Condition on Flexural Properties and Shear Properties of Steel Tubular Columns Filled with Steel-Reinforced Concrete
p.127
p.127
Influence of Load Conditions on Mechanical Behaviors of Steel Tubular Columns Filled with Steel-Reinforced Concrete Subjected to Axial Load
p.132
p.132
KNN Classification Based MCS Method of Structural Reliability Analysis
p.136
p.136
Frame Beam-Column Joints in the Design of the Concrete Strength Grade
Abstract:
the framework structure beam-column node stress is complex, the traditional design, the strength grade of concrete frame column than beam slab concrete strength grade is high, the construction to bring huge inconvenience. After some experiments and experience, the design of beam-column joints of concrete strength grade should improve, convenient construction, improve the quality of engineering.
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Periodical:
Applied Mechanics and Materials (Volumes 638-640)
Pages:
120-122
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Online since:
September 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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