Study on Structural Characteristics of Semi-Rigid Pile Head Connection in Cast-In-Place Pile and Ground Beam Subassemblages

Journal of Structural and Construction Engineering - Japan
doi 10.3130/aijs.65.107_3
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Architectural Institute of Japan

Related search

Seismic Performance of Pile Foundation With Semi-Rigid Pile Head Connections in Liquefiable Soil

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2013English

Shaking Table Tests on Soil-Pile-Structure Models With Semi-Rigid Pile Head Connections

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2006English

A Study on Design Stress Applying Seismic Deformation Method for Semi-Rigid Pile Head Connections

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2012English

Study on the Installation Technology of the Pile Head Treatment Device for Minor Diameter Rigid Pile Vertical Static Load Test

2014English

STRUCTURAL BEHAVIOUR OF COMPOSITE BEAM TO RHS COLUMN CONNECTION WITHOUT DIAPHRAGMS : A Study on Seismic Performance of Semi-Rigid Connection in Steel Frame

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
1994English

Theoretical Solutions on Horizontal Resistance of Pile by Considering Degree of Restraint for Rotation at Pile Head and Pile Tip

Journal of Structural and Construction Engineering (Transactions of AIJ)
1986English

Study on Vertical Bearing Capacity of a Quasi-Static Pile Loading Test Using Spring at Pile Head

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
1999English

Study on Pile Fabrics

Journal of the Textile Machinery Society of Japan
1984English

The Effects of Site Factors on the Behavior of Rigid-Pile Composite Ground and Raft Foundation System

2014English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy