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Journal of Structural and Construction Engineering 2023年第805期88卷 467-478页

作者： Inoue, Sakiko Muramoto, Makoto Graduate School of Science and Technology Doctoral Program of Architecture Kyoto Institute of Technology Japan Faculty of Design and Architecture Kyoto Institute of Technology Japan

In this paper, the elastic-plastic displacement shape of the specimen surface during the experiment of compression perpendicular to the grain of the wood was measured using digital image correlation. And, it becomes possible to predict the transition of partial compressive load perpendicular to the grain, by using the stress-strain relation of allover compression perpendicular to the grain. This result is useful in making predictions for the partial compression perpendicular to the grain and the yield strength of wood joints. © 2023 Architectural Institute of Japan. All rights reserved.

关键词： Image correlation

Study on strength and out-of-plane buckling of steel hexagonally latticed plates subjected to cyclic shear deformation

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Journal of Structural and Construction Engineering 2018年第753期83卷 1647-1654页

作者： Yamashita, Tetsuo Oyobe, Hiroyuki Miyazawa, Ryosuke School of Architecture Kogakuin University Japan Completed Master's Program in Graduate School Kogakuin University Japan

This paper finds and discusses the features of buckling and inelastic response on steel hexagonally latticed plates for cyclic shear deformation. Cyclic tests of four steel latticed plates with various hexagonal shapes were performed. The elastic rigidity, yield strength and strain concentration at hinges specified in the tests, can be evaluated theoretically. The various buckling behavior is explained by introducing the generalized slenderness calculated using FE linear buckling analysis. The shear strain at the onset of out-of-plane buckling is approximated by a similar function of generalized slenderness, which was originally proposed for steel panel dampers. © 2018 Architectural Institute of Japan. All rights reserved.

关键词： Shear deformation

PREDICTIONS OF NOISE DISTURBANCE NEAR LARGE AIRPORTS

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JOURNAL OF SOUND AND VIBRATION 1971年第4期15卷 425-&页

作者： HAZARD, WR Graduate Program in Community and Regional Planning School of Architecture University of Texas Austin Texas 78712 U.S.A.

This report examines the relationship between public annoyance with aircraft noise, objective measures of the noise itself, and mediating social or psychological conditions which affect the noise-annoyance relationship. The noise readings and interviews were gathered in areas within 12 miles of the major airports serving Atlanta, Dallas, Denver and Los Angeles. A total of 4212 hour-long interviews were conducted in the survey period of May and June, 1967. Noise measurements were made shortly before and concurrent with interviewing in the sampled areas. The noise measures evaluated include the composite noise rating (CNR), and modified noise and number index (NNI), noise exposure forecast (NEF), and composite noise index (CNI). An additional measure of another type was also investigated: the cumulative time during the day in which the speech interference level (SIL) of aircraft noise exceeded certain values. From the analysis, it was apparent that CNR and NNI are essentially interchangeable, and are rather well correlated both with NEF and with the logarithms of the SIL duration measures. Seven major social-psychological predictors of annoyance are also identified. In order of importance (determined by their ability, in combination with the noise measures, to predict annoyance) the measures are: fear of aircraft crashing in the neighborhood; distance from the airport; susceptibility to noise; noise adaptability; city of residence; belief in misfeasance in the aircraft or airport industries; and the extent to which the airport is seen as important to the local economy. These variables, selected from 53 correlated predictors of annoyance, were found to be consistently the most powerful predictors of annoyance measure—annoyance, V —when used in conjunction with a noise predictor. Of the noise predictors studied, CNR proved to be the most stable in the presence of the social predictors. Based on this analysis, it is concluded that the generalized predictive equation for

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The skeletal and heaped characteristic of traditional masonry structures

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The skeletal and heaped characteristic of traditional masonr...

11th International Conference on Structural Studies, Repairs and Maintenance of Heritage architecture

作者： Alioglu, E. F. Alper, B. Graduate Program in the Preservation of Cultural Heritage Kadir Has University Turkey Faculty of Architecture Department of History of Architecture Yildiz Technical University Turkey

ISBN: (纸本)9781845641962

Just as in all pre-industrial societies, the historic structures in Anatolia derive from two materials, timber and stone. In timber construction, two categories, namely heaped construction and skeletal construction, are clearly distinguishable. In research to date, it can be seen that these categories have been clearly defined and explained. Yet, structural definitions in masonry buildings are mostly limited to the term heaped construction. However, in traditional masonry structures, it is possible to see, whether clearly or under a layer, a construction that reminds one of skeletal construction. In this paper, historical masonry structures that have been often described as heaped construction, but which actually contain both heaped and skeletal system characteristics, will be discussed. This dual-system will be examined with examples from Ottoman mosques and masonry houses in Anatolia.

关键词： skeletal construction heaped construction Ottoman mosques masonry houses

Analysis of spatial distribution characteristics and driving factors of ethnicminority villages in China using geospatial technology and statistical models

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Journal of Mountain Science 2024年第8期21卷 2770-2789页

作者： SHAO Dandan ZOH Kyungjin Interdisciplinary Program in Landscape Architecture Graduate School of Environmental StudiesSeoul National UniversitySeoul 08826Korea Graduate School of Environmental Studies Seoul National UniversitySeoul 08826Korea

This study aims to reveal the spatial structural characteristics of 1,652 Ethnic-Minority Villages(EMV)in China and to analyze the mechanisms driving their spatial *** are a special type of settlement space that preserve a large number of historical traces of the ethnic culture of ancient *** are important carriers of China’s excellent traditional culture and are key to the implementation of rural revitalization *** this study,1652 EMV in China were selected as the research *** Nearest Neighbor Index,kernel density,and spatial autocorrelation index were employed to reveal the spatial structural characteristics of minority *** network models,spatial lag models,and geographical detectors were used to analyze the formation mechanism of spatial heterogeneity in *** results indicate that:(1)EMV exhibit significant spatial differentiation characterized by“single-core with multiple surrounding sub-centers,”“polarization between east and west,”“decreasing quantity from southwest to east coast to northeast to northwest,”and“large dispersion with small agglomeration.”(2)EMV are mainly distributed in areas rich in intangible cultural heritage,with high vegetation coverage and low altitude,far from central cities,and having limited arable land and an underdeveloped economy and transportation,particularly in shaded or riverbank areas.(3)Distance from the nearest river(X3),distance from central cities(X8),national intangible cultural heritage(X9),and NDVI(X10)were the main driving factors affecting the spatial distribution of EMV,whereas elevation(X1)and GDP(X5)had the weakest *** EMV are a relatively unique territorial spatial unit,the identification of their spatial heterogeneity characteristics not only deepens the research content of settlement geography,but also involves the assessment,protection,and development of Minority Villages,which is of great significance for the inheritance and utilization of excellent

关键词： Ethnic-Minority Villages Spatial structure Settlement geography Neural network model Spatial econometric model GeoDetector

Team projects + team teaching = Team building

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Team projects + team teaching = Team building

2003 ASEE Annual Conference and Exposition: Staying in Tune with Engineering Education

作者： Petry, Elizabeth Mahaffey, Fredrick Architecture Graduate Program University of Hartford West Hartford CT Architecture Department University of Hartford

Architects in the 21st Century are required to work as key leaders of the design team in developing projects from inception to completion. Solid teamwork is essential for success in the architecture profession and the construction industry. Teaching teamwork to undergraduate architecture students has its challenges and rewards. At the University of Hartford we have chosen to teach our architecture design students team projects through team teaching. Projects involving teamwork offer considerable learning opportunities for the students. Working together and setting an example for students also offers considerable teaching opportunities for design faculty members. Team-taught courses offer numerous advantages for the students, faculty, administration, institution, and the profession. Many of these advantages will prove beneficial to the architecture students overall learning experience and serve to enhance their team building skills.

关键词： Project management

NONLINEAR RESTORING FORCE CHARACTERISTICS OF CONVENTIONAL ROOF BEARINGS SUBJECTED TO MOMENT AND SHEAR

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Journal of Structural and Construction Engineering 2023年第809期88卷 1165-1174页

作者： Ogata, Hiroyuki Yamashita, Tetsuo Takeuchi, Toru Terazawa, Yuki Architecture Program Graduate School Kogakuin University Japan School of Architecture Kogakuin University Japan Dept. of Arch. Eng. Tokyo Institute of Technology Japan

In 2011, many roof bearings in large span facilities were damaged severely by the Pacific coast of Tohoku earthquake. Some of them were designed as slide bearings to release the thrust caused by the weight of roof. In ball-jointed system truss roof, bearings are subjected to horizontal movement and rotation since the roof structure has insufficient bending stiffness. In this study, we conducted the cyclic loading tests on conventional roof bearings and analyzed the observed behavior. In addition, we derived functions which express horizontal force in relation to horizontal displacement and rotation and verified by comparing with the test results. © 2023 Architectural Institute of Japan. All rights reserved.

关键词： Roofs

Urban Rules and Morphology Analysis as Support to Solar Performance in Passo Fundo/RS, Brazil

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Urban Rules and Morphology Analysis as Support to Solar Perf...

Sustainable Built Environment Temuco 2019, SBE 2019 Temuco

作者： Moscarelli, F. Tibério Cardoso, G. Stricto Sensu Graduate Program in Architecture and Urbanism UniRitter-Laureate International Universities Porto Alegre RS Brazil Stricto Sensu Graduate Program Architecture and Urbanism Passo Fundo/RS Brazil

The expansion and densification of cities should be planned to ensure minimum health conditions for buildings. In this sense, this study is interested in the right to solar access for buildings using the analysis of solar envelope to propose urban forms that guarantee this right. The study is in the exploratory phase, and it is applied to the city of Passo Fundo, Brazil. The study started from an analysis of the pre-existing morphological structure, and the solar envelope was generated using the Ladybug tool plugins for Grasshopper and Diva applications in Rhinoceros software. The results showed that the pre-existing urban form has low solar performance, evidencing the need to review construction rules according to the pattern and positioning of lots. Thus, it is expected to be counterbalanced by the revision of urban rules, proposing subsidies for the reformulation and adequacy, or creation of new legislation. © 2020 Published under licence by IOP Publishing Ltd.

关键词： Morphology

Cyclic shear loading test and strength evaluation on roof bearings

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Journal of Structural and Construction Engineering 2019年第759期84卷 649-657页

作者： Ito, Kenji Yamashita, Tetsuo Watanabe, Shunya JFE Civil Engineering and Construction Corp Japan Architecture Program in Graduate School Kogakuin University Japan School of Architecture Kogakuin University Japan Orimoto Structural Engineers Inc. Japan

In 2011, some roof bearings of gymnasiums suffered severe damage by the pacific coast of Tohoku earthquake. Typical damage was the elongation and break of the anchor bolts or crush of base mortar. Since gymnasiums are used as shelters for the neighboring residents in earthquake disasters, damage prevention of roof bearings are required. Roof bearings are the connections between the lower RC frame and the steel roof. They are similar to conventional steel exposed column bases. However, the dominant stress and the mechanism to resist the horizontal forces of the roof bearings are different from those of steel exposed column bases. The dominant stress of steel exposed column bases is axial and bending stress while shear stress of the anchor bolts is dominant for roof bearings since the vertical load is extremely lower than that in steel exposed column bases in ordinary buildings. In present paper, the full-scale cyclic shear loading tests of roof bearings were carried out to investigate the fracture behavior of roof bearings and the restoring force characteristics were also evaluated. Three different height (20mm, 50mm or 100mm) of the base mortar were used to compare the fracture behavior and the restoring force characteristics. Moreover, the friction tests were conducted to investigate the friction coefficient between the base mortar and base plate. It was found from the results of friction tests that the friction coefficient between the base mortar and the base plate was about 0.5. This result agrees very well with the friction coefficient given in the AIJ recommendation for Design of Connections in Steel Structures. The fracture behavior and the restoring force characteristics of roof bearings are summarized as follows. The anchor bolts were leaned after the base plate contacted the anchor bolts. After that, the base mortar cracked since the deformed anchor bolts pushed it out. After the tests, the base mortar was crushed especially outside of anchor bolts. When th

关键词： Mortar

Assessing disruptive potential of retail central bank digital currency and influence of design considerations: An open innovation approach in Thailand

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Journal of Open Innovation: Technology, Market, and Complexity 2025年第1期11卷

作者： Wathahong, Thanwa Ratanabanchuen, Roongkiat Israsena Na Ayudhya, Praima Tientanopajai, Kitt Technology Management and Innopreneurship Program Graduate School Chulalongkorn University Phayathai Road Bangkok 10330 Thailand Department of Banking and Finance Chulalongkorn Business School Chulalongkorn University Phayathai Road Bangkok 10330 Thailand Department of Industrial Design Faculty of Architecture Chulalongkorn University Phayathai Road Bangkok 10330 Thailand Department of Computer Engineering Faculty of Engineering Khon Kaen University Mittraphap Road Khon Kaen 40002 Thailand

Monetary authorities globally have studied central bank digital currency (CBDC) for wholesale and retail applications since the 1990s. Besides countering private cryptocurrencies' influence, central banks have also explored other benefits of CBDC, such as improving their financial oversight, enhancing digital payment systems, and reducing transaction fees and friction. For several years, the Bank of Thailand has also invested in research and development of CBDC, including retail use cases. However, an optimized design for an official launch of a retail CBDC in Thailand has yet to be determined, resembling fragmented progress observed among other central banks. This research has leveraged disruptive innovation theory to provide a fresh perspective on retail CBDC as potentially disruptive financial innovations. Additionally, it has proposed an open innovation-based methodology to determine industry preferences concerning twelve design considerations for retail CBDC and their impact on nine indicators of disruptive innovation. Data has been collected and analyzed from 98 respondents outside the Bank of Thailand, all possessing relevant expertise or experience in electronic payments. Crosstab and logistic regression analyses have indicated that retail CBDC in Thailand could embark on a disruptive innovation trajectory by adhering to defined design choices. Significantly, entering a new detached market has been identified as the most promising entry point, accompanied by explicit recommendations on nine out of twelve design considerations. © 2025 The Authors

关键词： CBDC Central bank digital Currency Disruptive innovation Open Innovation Retail