搜索结果: 1-7 共查到“工程结构 connections”相关记录7条 . 查询时间(0.083 秒)
The Seat Angle Role on Moment-Rotation Response of Bolted Angle Connections
The Seat Angle Role Moment-Rotation
2010/3/5
Effect of the seat angle stiffness on moment-rotation response of the bolted top-seat angle connections is studied in this paper by using finite element method (FEM). All of the connection components,...
Stiffened Coupled Shear Walls on Elastic Foundations with Flexible Connections and Stepwise Changes in Width
Coupled shear wall Elastic foundation Stiener flexible connection Continuous connection
2009/10/13
The exceedingly large top drift and bottom bending moment due to the weakening of shear walls in tall buildings by door, window and corridor openings is one of the most frequently encountered problems...
Evaluation of Innovative Extended End-Plate Moment Connections Under Cyclic Loading
Moment connection Cyclic loading Rotation capacity End-plate thickness Plastic capacity
2009/10/12
This paper presents parts of results of an experimental research project on the behavior of end-plate connections subjected to monotonic and cyclic loading conducted at _Istanbul Technical University....
Cyclic behaviour of plate-to-beam welded connections
Plate-beam steel strength welds cyclic
2009/9/30
Modern codes contain application rules based essentially on monotonic tests that allow the design of welded connections between a profile with H section and a plate or a beam flange without transverse...
Non-linear analysis of dowelled timber connections: a new approach for embedding modelling
Non linear analysis Dowelled timber connection Finite-element method Contact
2009/2/18
finite element modelling is developed to analyse the behaviour of timber connections taking into account the plastic behaviour of the timber beneath the fasteners. The local non linearities control t...
Seismic performance of pile-to-pile cap connections: An investigation of design issues
Pile-to-pile cap connections nonlinear finite element analysis seismic performance
2009/2/18
Damage in recent earthquakes has resulted in the design of pile foundation systems becoming more conservative, particularly pile-to-pile cap connections. However, the application of current internatio...
Upgrading the shear strength of non-ductile reinforced concrete frame connections using FRP overlay systems
shear FRP connections strength ductility
2009/2/17
This investigation presents the use of Fiber Reinforced Polymer (FRP) composite systems in upgrading existing reinforced concrete frames to meet strength and ductility requirements laid out in recent ...