Beam-Column Design Equations for Wide-Flange Pultruded Structural Shapes

Journal of Composites for Construction - United States
doi 10.1061/(asce)1090-0268(1999)3:4(185)
Full Text
Abstract

Available in full text

Date
Authors
Publisher

American Society of Civil Engineers (ASCE)

Related search

Influence of Beam Flange Width on Yield Strength of Beam Flange-To-Wide Flange Column Connections With Transverse Stiffeners

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2007English

LIMIT ANALYSIS OF BEAM-COLUMN CONNECTIONS (VII-2) : Connections of Wide-Flange Beam to Box-Column Subjected to Bending and Thrust

Transactions of the Architectural Institute of Japan
1969English

Cyclic Performance of Wide Flange Beam to Concrete-Filled Rectangular Tube Column Joints With Stiffening Plates Around the Column

Journal of Asian Architecture and Building Engineering
BuildingArtsHumanitiesCivilStructural EngineeringConstructionCultural StudiesArchitecture
2002English

Structural Evaluation of Axial and Rotational Flexibility and Strength of Web–flange Junctions of Open-Web Pultruded Composites

Composites Part B: Engineering
Mechanics of MaterialsIndustrialMechanical EngineeringManufacturing EngineeringCompositesCeramics
2014English

2163) Experimental Study on Elasto-Plastic Behabiour of Wide-Flange Beam-Column Connections : I High Strength Friction Bolted Connections With Haunch(Structure)

Transactions of the Architectural Institute of Japan
1964English

Structural Performance Assessment of Through-Column-Type Beam-To-Column Joints

American Journal of Civil Engineering and Architecture
2018English

Design Tools for Bolted End-Plate Beam-To-Column Joints

Journal of Engineering (United States)
Electronic EngineeringIndustrialMechanical EngineeringCivilStructural EngineeringManufacturing EngineeringHardwareElectricalChemical EngineeringArchitecture
2018English

Structural Performance of Isolated Steel Beam-To-Column Connection

American Journal of Civil Engineering and Architecture
2018English

Elastic Stress Distribution of Beam Flange Connected to the Box Type Steel Column to H Beam Connection Using Finite Element Method

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
1995English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy