SUMMARIES OF TECHNICAL PAPERS OF ANNUAL MEETING

ARCHITECTURAL INSTITUTE OF JAPAN, 1993

• Study of the characteristics of wind at the Yokohama coastal region based on observation, Part 1. An observation method and correlation of both wind speed and wind direction; Nakamura, O. et al, p.p.1039~1040.
• Study on the characteristics of wind at the Yokohama coastal region based on observation, Part 2. Vertical profile of wind speed and turbulence intensity; Tsukatani, H. et al, p.p.1041~1042.
• Study on the characteristics of wind at the Yokohama coastal region based on observation, Part 3. Value for return period of wind speed; Yamazaki, S. et al, p.p.1043~1044.
• Full Scale Wind Velocity Measurement using Bi-Static Doppler Sodar, Comparison with Awaji-shima Tower Wind Velocity Measurement; Hibi, K. et al, p.p.1045~1046.
• Remote Measurements of Wind Speed by Doppler Sodar, Wind Speed Measurements at an Urban and a Suburban; Chung, Y. et al, p.p.1047~1048.
• On a Statistical Period of Strong Wind; Makino, M. , p.p.1049~1050.
• The Full-scale Wind Observation Around Buildings In Built-up Areas. Part 1. Investigating Method; Shimagaki; T. et al, p.p.1051~1052.
• The Full-scale Wind Observation Around Buildings In Built-up Areas. Part 2. Discussing For The Correlation And Probability Of Wind Observation; Kanie, M. et al, p.p.1053~1054.
• Development of a convenient technique for evaluating the pedestrian-level wind environment around buildings by using infrared thermography, Part 1. Relationship between surface temperature and wind speed; Sasaki, R. et al, p.p.1055~1056.
• On Super-gradient wind and effect of topography; Meng, Y. et al, p.p.1057~1058.
• Estimation of design Wind Velocity by means of Typhoon Simulation; Matsui, M. et al, p.p.1059~1060.
• Pressure distribution on building with uneven wall; Takamori, K. et al, p.p.1061~1062.
• Characteristics of Peak Wind Pressure on the Wall Surface; Higashiyama, H. et al, p.p.1063~1064.
• The effect of corner cut-off on various characteristics of wind pressure; Hata, K. et al, p.p.1065~1066.
• A Model for Co-coherence of Fluctuating wind Pressure Acting on Square Cylinder; Saito, T. et al, p.p.1067~1068.
• Aerodynamic forces on buildings and structures of circular cross-section, Part 2. Effects of the shear in the flow on the time-averaged aerodynamic forces; Nagamine, T. et al, p.p.1069~1070.
• Aerodynamic forces on buildings and structures of circular cross-section, Part 3. Characteristics of the fluctuating pressures; Sasaki, A. et al, p.p.1071~1072.
• Characteristics of Local Wind Forces on Tall Buildings, Part 1. Outline of the Study and Characteristics of Local Mean Wind Forces; Aihara, T. et al, p.p.1073~1074.
• Characteristics of Local Wind Forces on Tall Buildings, Part 2. Characteristics of Local Fluctuating Wind Forces; Kurita, T. et al, p.p.1075~1076.
• Characteristics of Local Wind Forces on Tall Buildings, Part 3. Characteristics and Modeling of Non-dimensional Cospectrum of Local Wind Forces; Niwa, H. et al, p.p.1077~1078.
• Aerodynamic characteristics of the cylinder with various sectional shapes for tall buildings; Tamura, T. et al, p.p.1079~1080.
• Study on time history simulation of multi-story wind force on high-rise building, (Study on distribution of fluctuating wind force and spatial correlation); Noda, H. et al, p.p.1081~1082.
• Analytical Study on Space-Time Correlation of Dynamic Wind Force (I), Analytical models; Sakamoto, J. et al, p.p.1083~1084.
• Analytical Study on Space-Time Correlation of Dynamic Wind Force (II), along-wind force; Saito, H. et al, p.p.1085~1086.
• Analytical Study on Space-Time Correlation of Dynamic Wind Force (III), across-wind force; Takegami, H. et al, p.p.1087~1088.
• Analytical Study on Space-Time Correlation of Dynamic Wind Force (IV), correlation of wind velocity; Murakami, Y. et al, p.p.1089~1090.
• Evaluation of wind load considering the correlation between two directional wind forces; Makino, A. et al, p.p.1091~1092.
• The method for combination multi component wind loadings; Asami, Y. et al, p.p.1093~1094.
• Wind Tunnel Tests on Effects of Corner Cutting and Balconies of High Rise Building, (Part 1. Outline and Wind Force); Takahashi, S. et al, p.p.1095~1096.
• Wind Tunnel Tests on Effects of Corner Cutting and Balconies of High Rise Building, (Part 2. Aerodynamic Response); Yoshimura, N. et al, p.p.1097~1098.
• Investigation of methods for estimation of the response of super tall buildings in strong wind, Part 3. Pressure measurements; Sasaki, Y. et al, p.p.1099~1100.
• Investigation of methods for estimation of the response of super tall buildings in strong wind, Part 4. Generalized force and aerodynamic damping; Nakayama, M. et al, p.p.1101~1102.
• Analytical Study of Irregular Shaped Building under Strong Wind; Midorikawa, I. et al, p.p.1103~1104.
• Time History Response under 3-Directional Fluctuating Wind Force; Komine, S. et al, p.p.1105~1106.
• Time History Analysis of Tall Building using Artificial Wind Force, Part 1. Evaluation Time-series of Design Wind Force; Yoshie, S. et al, p.p.1107~1108.
• Time History Analysis of Tall Building using Artificial Wind Force, Part 2. Evaluation of Artificial Wind Load by Time history Analysis; Yoshida, K. et al, p.p.1109~1110.
• Effects of Correlation between Model Parameters on Seismic Response; Mizuno, J. , p.p.1111~1112.
• Fatigue Damage of Steel Member by Wind induced Vibration. Part 4. Fatigue damage considering Building Life Time; Yoshida, M. et al, p.p.1113~1114.
• Vortex-excited oscillation of a tower with equi-lateral triangular section; Matsumoto, T. , p.p.1115~1116.
• Aeroelastic instability of high-rise buildings, Part 1. Unsteady aerodynamic force; Taniike, Y. et al, p.p.1117~1118.
• Aeroelastic instability of high-rise buildings, Part 2. Unsteady aerodynamic force acting on several buildings; Nishimura, H. et al, p.p.1119~1120.
• Across-Wind Aerodynamic Instability of Two Dimensional Rectangular Model, Part 1. Method of Aeroelastic Experiments and Characteristics of Across-Wind Aerodynamic Instability; Yamamoto, M. et al, p.p.1121~1122.
• Across-Wind Aerodynamic Instability of Two Dimensional Rectangular Model, Part 2. Evaluation of Aerodynamic Damping and Aerodynamic Stiffness using Time Histories obtained from Aeroelastic Experiments; Marukawa, H. et al, p.p.1123~1124.
• Vortex excitation and galloping of tall buildings Effect of angle of attack ; Kawai, H. , p.p.1125~1126.
• Prediction of Aerodynamic Instability of Tall Buildings, Application of Vibration-Induced Wind Force acting on Two Dimensional Rectangular Models ; Tsurumi, T. et al, p.p.1127~1128.
• Simulation of Combined Effects of Vortex Induced and Torsional Flutter on Elongated Rectangular Cylinder; Itoh, Y. et al, p.p.1129~1130.
• Study on Dome with Retractable Roofs, Part 3. Result of Wind tunnel test and Its Application to Dome at Training Institute for Skilled Work; Orimo, T. et al, p.p.1131~1132.
• Characteristics of Wind Loads on the Cantilevered Grandstand Roofs, (Part 2. Relation between the pitch of roof and wind pressure); Zhao, N. et al, p.p.1133~1134.
• Principal component analysis of fluctuating pressures and approach flow on building; Ueda, H. et al, p.p.1135~1136.
• Proper Orthogonal Decomposition of Wind Pressure Acting on Surfacing of Bluff Bodies; Tamura, Y. et al, p.p.1137~1138.
• The experiment of flexible models with spherical dome roof in turbulent flow; Masuda, K. et al, p.p.1139~1140.
• Dynamic behavior of high-rise hotel building near Toba Port under wind or earthquake, Part 2. Characteristics of wind and response of building; Okuda,Y. et al, p.p.1141~1142.
• Wind Observation on a Tall Building, Part 1. Characteristics of observed records, fluctuation wind speed and pressure; Okamoto, M. et al, p.p.1143~1144.
• Wind Observation on a Tall Building, Part 2. Characteristics of wind response on tall building; Suzuki, M. et al, p.p.1145~1146.
• Full-scale Measurement of Wind-induced Responses of International Tokyo Airport Tower; Miyashita, K. et al, p.p.1147~1148.
• Full-Scale Measurements of Wind-Induced Vibration of Transmission Line System on Mountainous Area, Part 1. Outline of the full-scale measurements and Structural Characteristics of Coupled Steel Tower; Izawa, T. et al, p.p.1149~1150.
• Full-Scale Measurements of Wind-induced Vibration of Transmission Line System on Mountainous Area, Part 2. Wind Characteristics over Mountainous Area; Okamura, T. et al, p.p.1151~1152.
• Full-Scale Measurements of Wind-Induced Vibration of Transmission Line System on Mountainous Area, Part 3. Characteristics of Wind-induced Vibration of Coupled Steel Tower; Kato, T. et al, p.p.1153~1154.
• Evaluation of damping ratios of Chiba Port Tower; Ohtake, K. et al, p.p.1155~1156.
• Numerical simulation of wind flows over urban areas (variation of wind characteristics with building density); Maruyama, K. , p.p.1157~1158.
• Numerical Study on Air Flow around 2D Square Cylinder (Part 4.) Comparison of LES with experiments for unsteady pressure acting on oscillating cylinders; Sakamoto, S. et al, p.p.1159~1160.
• Aerodynamic Characteristics of a Cross-Shaped Body based on Numerical Simulation; Kawaguchi, A. , p.p.1161~1162.
• Finite Element Analysis On Flow Around Rectangular Cylinder About the influence on factors of the analysis by changing analytic domain's size; Ran, W. et al, p.p.1163~1164.
• Numerical Simulation of Wind Pressure on Cubic Model, Using k-e Model Based on Composite Gird System; Kondo, K. et al, p.p.1165~1166.
• Numerical flow analysis around an oscillating square timber by ALE Method; Kuroiwa, Y. et al, p.p.1167~1168.
• Wind Resistant Design Considering Torsional Response of a High-Rised Building with Triangular Section, Part 1. Structural System and Design Procedure; Murakami, Y. et al, p.p.1169~1170.
• Wind Resistant Design Considering Torsional Response of a High-Rised Building with Triangular Section, Part 2. Wind Response Analysis and Design Load; Kikuchi, H. et al, p.p.1171~1172.
• Evaluation of a Wind Load of Shimizu-Super-Highrise(SSH), Part 1. Evaluation of Wind Response and Wind Load by the Force Measurement and the Stick Type Aeroelastic Model Test; Shimada, T. et al, p.p.1173~1174.
• Evaluation of Wind Load of Shimizu-Super-Highrise, Part 2. Wind Load base on Pressure Measurement; Wakahara, T. et al, p.p.1175~1176.
• Wind Resistant Design of a High-rise Building in Setback Shape, Part 1. Wind Resistant Design Principles and Outline of Wind Tunnel Test; Ninomiya, T. et al, p.p.1177~1178.
• Wind Resistant Design of a High-rise Building in Setback Shape, Part 2. Establishment of Design Wind Loads; Hayashi, H. et al, p.p.1179~1180.

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