Japan Architectural Review最新文献_第5页

Characteristics of Yoshikazu Uchida Et al.'s Settlement Plan for Agricultural Migrants to Manchuria: Comparison With Other Plans and an Examination of the Study Group's Planning Process 内田义和等人的满洲农业移民安置方案的特点：与其他方案的比较及研究组规划过程的考察

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Japan Architectural Review Pub Date : 2026-03-07 DOI: 10.1002/2475-8876.70080

Takaaki Nakagawa

{"title":"Characteristics of Yoshikazu Uchida Et al.'s Settlement Plan for Agricultural Migrants to Manchuria: Comparison With Other Plans and an Examination of the Study Group's Planning Process","authors":"Takaaki Nakagawa","doi":"10.1002/2475-8876.70080","DOIUrl":"https://doi.org/10.1002/2475-8876.70080","url":null,"abstract":"This study aimed to identify the characteristics of the settlement plan for agricultural migrants to Manchuria published by Yoshikazu Uchida and his colleagues in March 1933. First, the present author compared their plan with the Kwantung Army's contemporaneous emigration plan. Next, the author identified the agricultural migration plans used as references by Uchida and his colleagues and compared the housing group units. The author then used the Manchurian Rural Planning Study Group's records from July 1932 to January 1933 to identify how Uchida and his colleagues prepared the plan. The above analysis revealed that Uchida and his colleagues' Manchurian rural plan includes a clearer housing group unit, a wider variety of public facilities, and drawings compared to other agricultural immigration plans from the same period. Notably, Uchida and his colleagues presented a tiered unit structure with 150 and 450 dwellings depending on the type of public facility. In their early days, the study group used educational facilities as a criterion to define the housing group unit and placed schools at the center of residential areas. The analysis revealed the characteristics of the neighborhood unit in Uchida and his colleagues' plan.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-03-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70080","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147614839","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Suppression Mechanisms for Cesium Leaching from a Fly Ash–Mixed Cement Matrix 粉煤灰混合水泥基质中铯浸出抑制机理研究

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Japan Architectural Review Pub Date : 2026-03-06 DOI: 10.1002/2475-8876.70072

Kazuo Murakami, Yasuhiro Dosho, Takeshi Yamamoto

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Renovation of the SANSHUDEN (Rest House) in NAIKU, ISE JINGU: Reinterpreting RC-Structured Modern Shrine Facility 伊势神州奈库的SANSHUDEN（休息之家）翻新：重新诠释rc结构的现代神社设施

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Japan Architectural Review Pub Date : 2026-02-25 DOI: 10.1002/2475-8876.70075

Shinnosuke Tsuchiya

{"title":"Renovation of the SANSHUDEN (Rest House) in NAIKU, ISE JINGU: Reinterpreting RC-Structured Modern Shrine Facility","authors":"Shinnosuke Tsuchiya","doi":"10.1002/2475-8876.70075","DOIUrl":"10.1002/2475-8876.70075","url":null,"abstract":"This paper examines the renovation of the Naiku Sanshuden (1969) in Ise Jingu, addressing how public architecture within sacred precincts can be renewed while preserving sanctity. The project redefined publicness by transforming a massive postwar reinforced-concrete (RC) structure into an open, timber-integrated space that harmonizes with worship flows and the surrounding landscape. Structurally, the design “unraveled” the monolithic RC frame through layered boundaries and spatial depth, softening its rigidity while maintaining integrity. Rhetorically, the project reinterpreted the Shinmei-zukuri—characteristic of Ise Jingu—to reconstruct architectural expression rooted in historical and regional identity. These three perspectives—programmatic, structural, and rhetorical—demonstrate a universal approach for renewing modern shrine facilities across Japan, offering a design methodology that reconciles modern construction with sacred continuity, environmental sensitivity, and historical symbolism within the evolving context of Shinto architecture.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-02-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70075","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147568667","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Evaluation Formula for the Velocity Response of Seismically Isolated Buildings to Long-Period and Long-Duration Ground Motions Considering Period-Dependent Characteristics of Seismic Response Spectra 考虑地震反应谱周期特征的隔震建筑对长周期和长持续地震动速度响应的评价公式

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Japan Architectural Review Pub Date : 2026-02-22 DOI: 10.1002/2475-8876.70078

Masahito Kobayashi, Satoshi Nitta

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Tensile Behavior of Concrete-Filled Steel Tubular Column Splices Using Perforated Steel Plates 多孔钢板钢管混凝土柱接头的抗拉性能

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Japan Architectural Review Pub Date : 2026-02-19 DOI: 10.1002/2475-8876.70077

Takashi Fujinaga, Ryosuke Akagawa, Teruhisa Tanaka

{"title":"Tensile Behavior of Concrete-Filled Steel Tubular Column Splices Using Perforated Steel Plates","authors":"Takashi Fujinaga, Ryosuke Akagawa, Teruhisa Tanaka","doi":"10.1002/2475-8876.70077","DOIUrl":"https://doi.org/10.1002/2475-8876.70077","url":null,"abstract":"In conventional column splices of concrete-filled steel tubes (CFSTs), the upper and lower steel tubes are typically connected through full-penetration welding performed on-site, ensuring that the strength of both steel tubes is maintained. This study focused on the presence of filled concrete within the steel tubes and proposed a CFST column splice design that facilitates stress transfer between the steel tubes through the infilled concrete. This design leverages the shear resistance provided by perforated steel plates that are welded to the steel tube. A pull-out test was conducted on perforated steel plates, with the shape of the perforation and concrete strength utilized as parameters. This led to the development of a design formula aimed at predicting the maximum pull-out strength of perforated steel plates. Additionally, a tensile experiment on CFST column splices incorporating these perforated steel plates was performed to analyze their behaviors and failure mechanisms. The findings suggest that the tensile strength of CFST column splices can be predicted using the proposed pull-out strength formula for the perforated steel plates.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-02-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70077","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147315532","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Proposal of Semi-Active Controlled Tuned Mass Damper Adaptable to a Structure's Period Fluctuation 适应结构周期波动的半主动控制调谐质量阻尼器的设计

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Japan Architectural Review Pub Date : 2026-02-18 DOI: 10.1002/2475-8876.70076

Takeshi Nakai, Haruhiko Kurino

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Behavior of Evacuees on Upper-Level Walkways After Building Evacuation due to Fire: Design Implications From a Virtual Reality Study on Spatial Configuration, Density, and Influence of Other Evacuees' Route Choice 建筑火灾疏散后上层通道上疏散人员的行为：基于空间配置、密度和其他疏散人员路径选择影响的虚拟现实研究的设计启示

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Japan Architectural Review Pub Date : 2026-02-09 DOI: 10.1002/2475-8876.70073

Yoshikazu Minegishi

{"title":"Behavior of Evacuees on Upper-Level Walkways After Building Evacuation due to Fire: Design Implications From a Virtual Reality Study on Spatial Configuration, Density, and Influence of Other Evacuees' Route Choice","authors":"Yoshikazu Minegishi","doi":"10.1002/2475-8876.70073","DOIUrl":"https://doi.org/10.1002/2475-8876.70073","url":null,"abstract":"In the central districts of Japanese cities, numerous large-scale buildings are connected to upper-level walkways, which serve as everyday circulation routes. However, the behavior of evacuees on these walkways during fires remains poorly understood. This study investigates evacuees' behavior on upper-level walkways following building evacuations due to fire, focusing on the effects of spatial configuration, density, and other evacuees' route choices. Using virtual reality (VR), 56 participants experienced fire evacuation both inside and after exiting buildings across four upper-level walkways. VR-based experiments examined the route and distance evacuees perceive as necessary to feel safe, responses to varying crowd densities, and the influence of other evacuees' movements. Participants exhibit dual tendencies: moving directly away from the fire-origin building or avoiding congested routes. The spatial layout significantly affects route choice and congestion patterns, with equilibrium choice rates emerging when many evacuees favor a specific path. Density above 0.5 people/m2 increases anxiety, while densities over 2.0 people/m2 hinder movement. References on outflow rates, walkable densities, and walking speeds necessary for predicting density changes on upper-level walkways were summarized. The study highlights the importance of considering evacuees' behavior after leaving buildings in building design and evacuation planning in densely connected urban districts.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-02-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70073","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146223947","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Pros and Cons of Bernini's Design for the Louvre: Monumentality Without Dome, Pediment or Free-Standing Column and Its Drawbacks 贝尼尼卢浮宫设计的利弊：无圆顶、无山墙、无独立柱的纪念性及其弊端

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Japan Architectural Review Pub Date : 2026-01-26 DOI: 10.1002/2475-8876.70057

Taro Endo

{"title":"Pros and Cons of Bernini's Design for the Louvre: Monumentality Without Dome, Pediment or Free-Standing Column and Its Drawbacks","authors":"Taro Endo","doi":"10.1002/2475-8876.70057","DOIUrl":"https://doi.org/10.1002/2475-8876.70057","url":null,"abstract":"In the 17th-century Louvre expansion project, many architects used free-standing columns, domes and large pediments for its east elevation. These elements helped give the elevation, over 150 m wide, the monumentality the court wanted, while also providing the appropriate articulation. Bernini was probably the only architect who did not use any of these elements. Instead, he relied heavily on engaged columns to articulate the elevation. However, his large order resulted in many unusual details: a broken entablature, a roughly twice as high plinth, a frieze not matching capitals, and strange molding under the architrave. Examinations of the documents and drawings show that these resulted from a conflict between “the columns that are enlarged while maintaining the same proportions” and “the functional dimensions and structural safety.” In other words, these were the drawbacks of combining monumentality and articulation in a palace of a size that the traditional Italian palace style would not have envisaged, while still adhering to the style. Bernini's Louvre did not receive the same criticism as the executed Colonnade, namely that it did not look like a residential building; however, we can see the limitations inherent in traditional Italian palace design there.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-01-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70057","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146091336","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Development of an Adaptive Model of Thermal Comfort in a Mixed-Mode Japanese Multi-Family Apartment 日本混合模式多户公寓热舒适自适应模型的建立

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Japan Architectural Review Pub Date : 2026-01-26 DOI: 10.1002/2475-8876.70071

Kazuya Matsuo, Soma Sugano, Toru Shiba, Shin-ichi Tanabe

{"title":"Development of an Adaptive Model of Thermal Comfort in a Mixed-Mode Japanese Multi-Family Apartment","authors":"Kazuya Matsuo, Soma Sugano, Toru Shiba, Shin-ichi Tanabe","doi":"10.1002/2475-8876.70071","DOIUrl":"https://doi.org/10.1002/2475-8876.70071","url":null,"abstract":"This paper aims to construct a Japanese localized Adaptive Model of thermal comfort and to examine the effect of humidity on the predicted comfort temperature. Also, the extent of adaptation, including the use of air conditioning, was investigated. Thermal comfort survey and measurements were conducted in a Japanese housing complex between 2020 and 2022, collecting 6607 responses. Window-opening behavior was investigated in 2018 and 2019 within the same housing complex to develop a probabilistic model of window opening. The slope of the derived adaptive model was steeper than in offices, indicating a greater extent of adaptation. Even when air conditioning is used, the range of adaptation was wider, with a slope of 0.26, whereas in offices, where more stringent climate control exists, the ASHRAE database suggests a slope of 0.13. The presented result showed the possibility of using a comfort model with the entire dataset, including when air conditioning is operated, provided that the way of adjusting the thermal environment in the room is mixed-mode. The model considering humidity showed that humidity affects it to a small extent, with a maximum effect of 0.13 K per 1 K outdoor temperature fluctuation, implying that a simple linear model is sufficient for comfort temperature prediction.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-01-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70071","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146058013","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Practical Framework for Risk-Informed Performance-Based Seismic Design Ensuring Building Functionality 基于风险信息的性能抗震设计实用框架，确保建筑功能

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Japan Architectural Review Pub Date : 2026-01-23 DOI: 10.1002/2475-8876.70070

Miwa Sadamoto, Tatsuya Itoi

{"title":"Practical Framework for Risk-Informed Performance-Based Seismic Design Ensuring Building Functionality","authors":"Miwa Sadamoto, Tatsuya Itoi","doi":"10.1002/2475-8876.70070","DOIUrl":"https://doi.org/10.1002/2475-8876.70070","url":null,"abstract":"This study presents a practical framework for risk-informed seismic design that positions building functionality as a primary design objective and incorporates interdependencies among components into design decision-making. Existing approaches, such as FEMA P-58 and the REDi guidelines, acknowledge that functionality depends on multiple components and their interdependencies, but primarily address these relationships within evaluation models. In contrast, this paper elevates interdependencies to controllable design variables during the design phase, while maintaining consistency with Japanese design standards, thereby enabling designers to effectively improve building functionality. Furthermore, building upon the traditional concept of strength-based design, the proposed framework adopts vulnerability-based risk assessment by representing component design capacities as damage probabilities, advancing toward probabilistic performance evaluation. This approach links design choices to actual performance, allowing adjustments in redundancy and equipment layout. Functionality State (FS) curves are introduced to quantify the probability of achieving target functionality under seismic demands, supporting the setting and verification of design objectives. By directly integrating risk assessment into design decisions and embedding dependency structures within the design process, the framework enhances post-earthquake functionality and resilience, providing a transparent basis for decision-making and establishing a foundation for incorporating functionality into seismic design.","PeriodicalId":42793,"journal":{"name":"Japan Architectural Review","volume":"9 1","pages":""},"PeriodicalIF":0.8,"publicationDate":"2026-01-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/2475-8876.70070","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146091470","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0