Evidence map›Paper›PMID 41900723›Full record

ArticleMaterials (Basel, Switzerland)2026

Seismic Performance of Precast Reinforced Concrete Beam-Column Connections with Embedded Steel Sections.

Banu Ardi Hidayat, Yanuar Haryanto, Hsuan-Teh Hu, Feng-Chien Su, Fu-Pei Hsiao, Laurencius Nugroho, Bobby Rio Indriyantho, Erich

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

8 authors.

Banu Ardi HidayatDepartment of Civil Engineering, National Cheng Kung University, Tainan 701, Taiwan.ORCID 0000-0002-8405-238X
Yanuar HaryantoDepartment of Civil Engineering, National Cheng Kung University, Tainan 701, Taiwan.ORCID 0000-0002-5322-7503
Hsuan-Teh HuDepartment of Civil Engineering, National Cheng Kung University, Tainan 701, Taiwan.ORCID 0000-0001-8582-0670
Feng-Chien SuFeng Chien Professional Civil Engineer Workshop, Tainan 701, Taiwan.
Fu-Pei HsiaoNational Center for Research on Earthquake Engineering, Taipei 106, Taiwan.
Laurencius NugrohoDepartment of Civil Engineering, National Cheng Kung University, Tainan 701, Taiwan.ORCID 0000-0003-1956-3009
Bobby Rio IndriyanthoDepartment of Civil Engineering, Universitas Diponegoro, Semarang 50275, Indonesia.ORCID 0000-0003-2323-120X
ErichDepartment of Civil Engineering, National Cheng Kung University, Tainan 701, Taiwan.

Funding

Ming Rong Yuan Business Co., Ltd. N/A
6 · The paper itself

Abstract

Precast reinforced concrete (RC) structures offer advantages in terms of construction efficiency and quality control; however, their seismic performance is governed by the behavior of the beam-column connections. This study presents an experimental investigation of the cyclic response of precast RC beam-column joints that include a composite steel connection, designed to enhance strength, stiffness, and damage control in critical regions. A composite joint specimen was tested under displacement-controlled cyclic loading, and its behavior was compared with that of a corresponding pure RC connection. Experimental results showed that the composite configuration effectively prevented premature failure at the beam-column interface, relocated plastic hinges away from the joint core, and significantly improved the load-carrying capacity, stiffness, and energy dissipation. To interpret the experimental observations and examine the internal stress transfer and evolution of damage, a three-dimensional nonlinear finite-element model was developed. The simulations reproduced the observed modes of failure, shapes of deformation, hysteretic responses, and moment distribution trends, particularly in the post-yield and strain-hardening ranges. Although the pinching effects observed experimentally were not fully captured numerically, the overall levels of agreement in the ultimate strength and plastic hinge locations were satisfactory. The combined results indicate that composite steel-reinforced precast beam-column joints represent a promising solution for improving seismic performance.

Indexed as

beam–column connectioncyclic loadingembedded steel sectionprecast reinforced concreteseismic performance

Identifiers

PMID41900723
PMCPMC13028554

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Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.