Experimental Study of Pile Foundation Dynamic Testing Used in the Anchor Rod Nondestructive Testing
p.559
p.559
Experimental Study on the Static Performance of Joints in the Castellated Portal Frame of Light-Weight Steel
p.563
p.563
The FEM Analysis of Reinforced Concrete Beam-Slab-Column Joints
p.569
p.569
Simplify Analysis on Anti-Continuity Collapsed Frame Structure of Isolation Bearings and Non-Isolation Bearings
p.574
p.574
Structural Design Optimization for a Case of a High-Rise Comprehensive Building
p.579
p.579
Experimental Investigation on Vertical Tension Property of Laminated Rubber Bearings
p.583
p.583
Finite Element Model Updating of a Steel Jacket Scale Model
p.588
p.588
Research and Application of the Combined of SWMM and Tank Model
p.593
p.593
The Effect of Joint Working Mode between Steel Wires on Local Bending Stress of Stay-Cable
p.600
p.600
Structural Design Optimization for a Case of a High-Rise Comprehensive Building
Abstract:
Framework-shearwall structure is a dual resistive system to lateral force, which should have reasonable arrangement of shear wall thickness and quantity. The thickness should be decreased successively along the height of a building so as to adjust the internal force and deformation of the framework and the shear wall, and give full play to each of their advantages under stresses and finally achieve the purpose of safety and economy.
You might also be interested in these eBooks
Info:
Periodical:
Applied Mechanics and Materials (Volumes 166-169)
Pages:
579-582
Citation:
Online since:
May 2012
Authors:
Price:
Сopyright:
© 2012 Trans Tech Publications Ltd. All Rights Reserved
Share:
Citation: