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Numerical Analysis of a Novel Prefabricated Concrete Beam with Double-Grouted Couplers under Static Loading
This paper provides a nonlinear finite element (FE) investigation of a novel prefabricated beam with double-grouted coupler splices to complement the...
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Freeze—Thaw Behaviours of Half Grouted Sleeve Connections with High-Performance Grout
Grouted sleeve connections with high-performance grout have superior mechanical properties at room temperature, but there is inadequate evidence to...
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Review of accelerated construction of bridge piers - methods and performance
Bridges are an essential part of every road and transportation system, and all countries must build bridges to improve their infrastructure....
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Research on the Sleeve Grouting Fullness Testing of Prefabricated Structures Based on Piezoelectric Method
The traditional methods for testing the sleeve grouting fullness of prefabricated structures generally face the technical challenges such as high...
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Effect of Grout Properties on Bond Behavior of Grouted Pipe Splice
The effect of compressive strength and expansion rate of filler grout on bond behavior of grouted pipe splice is discussed. Three types of grout were...
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Connection of the prefabricated updeck of road tunnels by a short lap-spliced joint using ultra-high-performance fiber-reinforced concrete
Prefabricated internal structures of road tunnels, consisting of precast elements and the connections between them, provide advantages in terms of...
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New Modular Construction Method for the Erection of Multi-span Concrete Bridges
Recently a new construction method for thin-walled post-tensioned bridges was developed at the Institute of Structural Engineering (TU Wien).... -
A Review on Precast Concrete Construction
Precast concrete construction (PC) is the present trend of building structures that is infrastructure development in many advanced countries of the... -
A study on bearing characteristic and failure mechanism of thin-walled structure of a prefabricated subway station
In order to study the bearing performance of a new type of prefabricated subway station structure (PSSS), firstly, a three-dimensional finite element...
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Superstructures
Superstructures are the main body of any structure and building stand. They are classified according to structural systems and components that work... -
Pretest analysis of shake table response of a two-span steel girder bridge incorporating accelerated bridge construction connections
This paper presents pretest analysis of a shake table test model of a 0.35-scale, two-span, steel plate girder bridge. The objective of pretest...
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Design and Construction Case Studies
Some or most of the considerations reviewed in the following text may appear to the reader to be nothing more than trivial recapitulations of common... -
An Experimental Study of Welded Bar Sleeve Wall Panel Connection under Tensile, Shear, and Flexural Loads
This paper presents an experimental study of a new grouted splice connection for wall panels, called Welded Bar Sleeve (WBS). The connections were...
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Seismic Behavior of Precast Concrete Shear Walls with Different Confined Boundary Elements
To ensure the mechanical property of lapped spliced reinforcement and concrete confinement of boundary elements for precast concrete shears, two...
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A Tryst with Geosynthetics
Geosynthetics are progressively playing a dominant role in geotechnical engineering and geotechnology. The engineering aspects of geosynthetics are a...
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Concrete Filled Steel Tubes for Bridge Pier and Foundation Construction
Concrete filled steel tubes (CFSTs) are composite members that are commonly used in many countries today. CFST components are used in the United...
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Shaking Table Test on Seismic Responses of a Monolithic Precast Concrete Shear Wall Structure
To examine the seismic performance of Monolithic Precast Concrete Shear Wall (MPCSW) structure, a 1/5-scaled twelve-story model is designed and...
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The development and experimental test of a new pore-forming grouted precast shear wall connector
Pore-forming grouted connection characterized with great economic superiorities and application potentials has weaker mechanical properties comparing...
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AC Offshore Substations Associated with Wind Power Plants
It is recognized that there is a global dependence on the finite energy resource of fossil fuel and that alternative and sustainable sources of... -
Cyclic performance of precast concrete shear walls with a mortar–sleeve connection for longitudinal steel bars
To study the cyclic performance of precast concrete shear walls with a mortar–sleeve connection for longitudinal steel bars, a quasistatic test on...