Practical Design Method for Flexibly Jointed Frames with Load and Resistance Factor Design (LRFD)
Enhance Pipeline Reliability with Proper Installation
Impedances of Underwater Rigid Square Foundations
New Design of 25 kV Pinned Base Lattice Structures for Substations
Structural Rehabilitation of Rigid Pipes
Dynamic Visualization in the Classroom Using Computer Simulation
Effective Moment of Inertia of Elasto-Plastic Beams
Earthquake Destructiveness Potential Factor and Permanent Displacements of Gravity Retaining Walls
On Seismic Displacements of Rigid Retaining Walls
Energy Dissipation in Rigid-Block Structures Under Dynamic Excitation
Mechanical Modelling of Large Block Structures: A Geometric Formulation for the Dynamics
Performance of Semi-Rigid Frames
A Discrete Plastic Zone Model for Second-Order Frame Analysis
Aboveground Pipeline Response to Random Ground Motion
Updated Data Base: Study on End-Plate Connection's Rigidity
Dynamic Loading of a Rigid Frame Bridge
The objective of this paper is to investigate the dynamic response of a rigid frame bridge to two trucks (side by side) passing over the rough bridge deck. The rigid frame bridge is designed...
Behavior of Tall Frame Combining Rigid and Semi-Rigid Connections
In this paper, the applicability of the mixed use of rigid and semi-rigid connections in the tall frame is discussed. It is tried. for 4-bay 8-storey frame to be numerically analyzed for...
Classification of Semi-Rigid Connections Based on the Elastic-Plastic Mechanical Behavior of Frames
Effect of Joint Rigidity on Buckling Strength of Single Layer Lattice Domes
The present paper discusses the effect of the joint rigidity on the buckling strength of single layer lattice domes, with regular three way grids, under vertical loading. The effect of...
Direct and Modal Analyses for Shape-Finding of Unstable Structures
Shape-finding analysis of unstable structures has been presented by using generalized inverse (Tanaka and Hangai, 1986). The 'Modal Analysis' using rigid body modes is elegant, but the...
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