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Jianzhu Jiegou Xuebao/Journal of Building Structures

Submission Dateline

( Vol 47 , Issue 01 ) | 25 Apr 2026

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Publication Date

( Vol 47 , Issue 01 ) | 30 Apr 2026

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Scopus Index (2026)

Jianzhu Jiegou Xuebao/Journal of Building Structures

Jianzhu Jiegou Xuebao/Journal of Building Structures (ISSN:1000-6869) is a monthly peer-reviewed scopus-indexed journal from 1982 to present. The publisher of this journal is Science China Press. Jianzhu Jiegou Xuebao/Journal of Building Structures committed to gathering and disseminating excellent research achievements. The journal welcomes all kind of research/review/abstract papers regarding Engineering: Building and Construction, Civil and Structural Engineering .

Aim And Scopes

Jianzhu Jiegou Xuebao/Journal of Building Structures

1. Building and Construction

2. Civil and Structural Engineering

Latest Journal

Jianzhu Jiegou Xuebao/Journal of Building Structures

Seismic evaluation of eccentrically braced steel frames with heights under 100 meters using pushover analysis

Earthquakes are one of the primary considerations in structural design. The application of earthquake-resistant design has been increasingly implemented in recent years, particularly in steel structures. One such system is the Eccentrically Braced Frame (EBF), which is often selected by engineers due to its balanced combination of strength, ductility, and lateral stiffness. This study evaluates the structural performance level and ductility parameters of split-K type EBF systems used in office buildings with heights below 100 meters, specifically 48, 72, and 96 m. Nonlinear static (pushover) a

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Performance Assessment of Regression and Neural Network Models for Structural Steel Weight Prediction in Industrial Buildings

The strength, durability, and speed of steel construction make it a leading material for industrial buildings. Reliable cost and schedule estimates are supported by accurate and early predictions of steel weight per unit area (tons/m²). This study used 180 historical projects constructed in Indonesia (2010–2024) to compare the use of artificial neural networks (ANNs) and multiple regression analysis (MRA) in predicting steel weight per unit area in industrial buildings. The collected data were the actual construction of 180 projects of industrial buildings with various parameters that influ

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LSP (Logic Score Preference) Method For Ready-To-Build Areas and Ready-To-Build Environments as an Early Warning and Disaster Mitigation System

In recent decades, large urban areas worldwide have faced the challenge of balancing urban growth with environmental preservation. Population growth and economic development significantly impact urban conditions, environmental quality, social equity, and national welfare. Large-scale housing development ideally aims to create a harmonious and optimal environment. Consequently, optimizing land use at the city level must consider the efficiency and effectiveness of building new residential areas. This study utilizes a Geographic Information System (GIS) to analyze optimization and limiting funct

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Automation of stale frame-building modeling and structural analysis based on visual programming languages

This study presents the development and application of a custom script utilizing the visual programming language BHoM (Building Habitat Object Models) to automate the modeling and structural analysis process in the finite element method for steel frame buildings. The script was evaluated through testing on a prototype structure featuring mixed roofs and a steel framework. Structural analysis was conducted using conventional methods in the second phase, allowing for a comparative assessment. Results indicate a significant optimization in terms of time and cost, particularly in the quantity and

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Seismic performance study on prefabricated self-centering rocking steel frame

To reduce the damage of the traditional steel frames under strong earthquakes, a type of prefabricated steel frame structure with self-centering rocking column footings was proposed. The construction details and working mechanism of the frame were introduced. A rocking steel frame with a scale ratio of 1/4 was designed and manufactured. The low-cycle reversed loading tests and finite element simulation were carried out on the specimen to investigate its seismic performance. The research results show that the rocking steel frame realizes the controllable rocking of the column footings under

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