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Cyclic test and numerical study of seismic performance of precast segmental concrete double-columns
The comparative research on the seismic performance of grouted sleeve connected pier (GS) and prestressed precast segmental concrete pier (PC) is...
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Shaking Table Test of a 1/4-Scale Self-centering Precast Reinforced Concrete Frame
Self-centering precast reinforced concrete frames can be a good solution to the problem of large residual deformation of conventional concrete frames...
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Seismic Performance of Desert-sand Autoclaved Aerated Concrete Block Wall Constrained by Precast Integral Construction Column
Considering the structural types and construction techniques used in common residential buildings in **njiang, the paper proposes a novel masonry...
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Seismic Behavior of Prefabricated Pier Models Connected by Grouting Sleeves Based on Shaking Table Test
Grouted sleeve connections have the advantage of being easy to mass produce and construct. Therefore, the use of grouted sleeve connections is still...
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Experimental and Numerical Analyses on the Seismic Performance of a Novel Precast Concrete Column-column Joints with Bolted End-plate Connection
To develop a precast concrete frame structure suitable for detachable design, a novel precast concrete column-column joint with bolted end-plate...
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A review of the seismic performance behaviour of hybrid precast beam-to-column connections
In order to withstand challenges such as earthquakes, it is important to appropriately design the beam-to-column connection of precast structures....
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Study on Seismic Damage Performance of Aeolian Sand Concrete Shear Walls with Hidden Bracings
To evaluate the seismic performance of aeolian sand concrete shear walls with hidden bracings, a total of 6 specimens were designed and constructed....
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Seismic behavior of precast concrete coupled shear walls with yielding-based and friction-based coupling beams
An innovative bolt-connected precast concrete (PC) shear wall structural system has recently been proposed for middle and high-rise buildings in...
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Experimental study on seismic behaviour of fully bolted concrete shear walls
Bolted precast concrete shear wall structures have the potential to be disassembled and exhibit superior seismic performance. In this study, a new...
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Effect of strata restraint on seismic performance of prefabricated sidewall joints in fabricated subway stations
A disadvantage of the conventional quasi-static test method is that it does not consider the soil restraint effect. A new method to test the seismic...
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State-of-the-art review of the seismic performance of precast segmental columns
Prefabricated construction is attracting increasing interest in recent years, since this construction method has various advantages as compared to...
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Parametric study on seismic performance of self-centering reinforced concrete column with bottom-placed rubber layer
To realize seismic-resilient reinforced concrete (RC) moment-resisting frame structures, a novel self-centering RC column with a rubber layer placed...
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Equivalent Linear and Nonlinear Numerical Simulation of Precast Moment-Resisting Concrete Frame with Bolt-Connected Joints
Precast RC frames with simple joints such as bolt-type connections have been constructed extensively around the world, which still possess stable...
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Seismic Performance of a Precast Hollow Insulated Shear Wall
A new precast hollow insulation shear wall (PHISW) is proposed in this paper. To study the seismic behaviors of the new PHISW, two cast-in-place...
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Experimental Study on the Seismic Mechanism of Full-scale Specimens of Superimposed Slab Shear Walls with Innovative Construction Details
The seismic performance of precast reinforced concrete structures has long been a source of concern that impedes their use in seismic regions and...
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Enhancing seismic resilience of reinforced concrete external beam column connection by employing an innovative prestressing method
Beam column joint is often treated as seismic vulnerable structural component in a reinforced concrete (RC) building. Due to vital importance of beam...
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Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite connections
The seismic performance of a fully fabricated bridge is a key factor limiting its application. In this study, a fiber element model of a fabricated...
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Modal Identification of Underwater Precast Self-centering Segmental CFST Bridge Under Horizontal or Vertical Ground Motion Based on Covariance Driven Random Subspace Identification
Precast segmental self-centering concrete-filled steel tubular (PSCFST) bridges have good seismic performance and resilience. In recent years,...
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Earthquakes, Reinforced Concrete Structures, and Circular Economy: A Systematic Review of Studies
Due to large earthquakes, reinforced concrete structures were damaged or eventually demolished. Various building codes (ACI 318-11, 2011; EN-8,...
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Seismic resilient shear wall structures: A state-of-the-art review
The ductile design principle has been widely adopted in seismic design of structures, so the main structural components are designed to have the dual...