Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1976 Volume 242 Pages Cover1-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_Cover1

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[title in Japanese]

Article type: Cover
1976 Volume 242 Pages Cover2-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_Cover2

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[title in Japanese]

Article type: Appendix
1976 Volume 242 Pages App1-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_App1

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[title in Japanese]

Article type: Index
1976 Volume 242 Pages Toc1-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_Toc1

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[title in Japanese]

Article type: Appendix
1976 Volume 242 Pages App2-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_App2

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CREEP OF CONCRETE UNDER COMBINED STRESSES

TATSUO OKAJIMA, KENJI OH'IWA, SHIN'ICHI TSUJINO, NAOYUKI HAS ...

Article type: Article
1976 Volume 242 Pages 1-9
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_1

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KINEMATIC ANALYSIS OF CONCRETE MEMBERS UNDER COMBINED STRESSES : Part 5 A Study of Design Allowable Shear Stresses for Concrete Reactor Vessels and Containments

YASUYOSHI SUENAGA, RINTARO ISHIMARU, YUKIO WATANABE, EIICHI SUZUKI

Article type: Article
1976 Volume 242 Pages 11-22
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_11

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Standard code for concrete reactor vessles and containments is proposed and issued by A. C. I committee 359, ASME subcomittee on nuclear power. This standard code is called "ASME. Section III. Division 2." We have not only studied of the design shear stresses and these general ideas, but checked adaptability for Japanese design condisions. Many quetions and points at issue is discussed theoretically. And more suitable criteria of design shear strength for our country is proposed.

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INELASTIC STABILITY OF COMPOSITE STEEL REINFORCED CONCRETE COLUMNS

SHOSUKE MORINO, YAH-CHING HUANG, SENG LIP LEE

Article type: Article
1976 Volume 242 Pages 23-32
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_23

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STUDY ON EARTHQUAKE RESPONSE OF STRUCTURES BY CONSIDERING NON-DETERMINISTIC VARIABLES : Part III Stochastic Properties of Non-deterministic Variables concerning Earthquake Response of Structures (2)

YUTAKA YAMAZAKI

Article type: Article
1976 Volume 242 Pages 33-39
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_33

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In Part I, a theoretical treatment of earthquake response problems of a structure with non-deterministic variables was discussed, and in Part II, the power spectral density properties of earthquake ground motions were statistically investigated as one of the stochastic properties of the non-deterministic variables concerning an earthquake response of a structure. In this paper, another stochastic variables, such as a dynamic coefficient of subgrade reaction, damping constant and so on, were statistically investigated. The mean value and the coefficient of variation of the dynamic coefficient of subgrade reaction were obtained analyzing the measured natural period of many standardized 5-storied apartment houses constructed by the Japan Housing Corporation. The natural period of these houses are varied with the ground characteristics of the housing areas. The coefficient of variation of the dynamic coefficient of subgrade reaction at a housing area is about 0.25 on the average, and is generally greater than this value for the housing area on the rigid ground and less on the soft ground. A damping constant is statistically related to natural period of a structure as shown in Eqs. 15 and 16. These relations were obtained applying the method of the least squares to the damping constants of actual buildings. The coeffcient of variation of the damping constants are about 0.4 to 0.5.

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ANALYSIS OF ELASTIC BUCKLING PROBLEM BY ARC LENGTH METHOD : Part 1・The Nature of Incremental Solutionat the Buckling Point

TORU HOSONO

Article type: Article
1976 Volume 242 Pages 41-50
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_41

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"ON DYNAMIC CHARACTERISTICS OF AN EMBEDDED STRUCTURE WITH ROUNDED CORNERS RECTANGULAR SECTION" (Part II)

KENJI MIURA

Article type: Article
1976 Volume 242 Pages 51-61
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_51

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The theoretical method has been explained in previous paper, to analyze on basis of three-dimensional wave propagation theory the dynamic characteristics of a structure with rounded corners rectangular section, which was embedded in surface stratum on Bed Rock. And equivalent circular radius for square section structure was evaluated. This paper describes the following items for above-mentioned embedded rigid structure with rectangular section. (i) Relation between dynamic characteristics and shape of structure. Difference between dynamic characteristics in short direction of rectangular section structure and that in long. (ii) Application of two-dimensional analysis to evaluation of the dynamic characteristics in short direction.

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ERMITTLUNG DER WARMEVERLUSTE ERDVERLEGTER ROHRLEITUNGEN UND BESTIMMUNG DER TEMPERATURFELDER IN DER UMGEBUNG DER ERDVERLEGTEN ROHRLEITUNGEN (Nr.1) : Verfahren zur naherungsweisen Berechnung auf der Basis thermisch-elektrischer Analogiebeziehungen

TATSUAKI TANAKA

Article type: Article
1976 Volume 242 Pages 63-72
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_63

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SYSTEMS APPROACH TO THE CITY PLANNING FOR FIRE PORTECTION (1) : Theoretical study on the plan evaluation

SABURO HORIUCHI, MASAMI KOBAYASHI

Article type: Article
1976 Volume 242 Pages 73-79
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_73

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This study deals with the city planning for fire defense. The final aim of this research is to establish the method of plan evaluation which enables the measurement of evaluation and the control of optimal planning. For these problems, system enginnering is a useful approach and the plan evaluation is available by measuring system reliability which is shown by the degree of fulfillment of its aim. And if a complex object is decomposed into subsystems which are independent each other, system optimization as a whole will be possible by accomplishing subsystem's optimization independently. In this paper, we regard a series of countermeasures for fire defense as system, and it consists of following three subsystems. S1 : prevention of fire occurence S2 : interception of fire spread S3 : emergency escape of inhabitants These items can function independently for the purpose of total aim (i.e. to assure the safety of inhabitants from fire disaster), and they form a stand-by redundancy system. Reliability of total system is given as the probability of system's normal state at which people are safe. And the actual calculation of reliability is carried out by solving the differential equations, under the use of Laplace transform, which are given from Markov state transition matrix. As a result of this study, we could get the evaluation function which is shown below. A=MTBF/(MTBF+MTTR) where 'A' is Availability of fire defense system, and 'MTBF (Mean Time Before Failure)' is mean fire spreading time in the objective area, and 'MTTR (Mean Time To Repair)' is mean escaping time of the objective inhabitants.

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THE TAKADONO/TAKAYA BUILDINGS IN ANCIENT JAPAN

NORIKUNI KIMURA

Article type: Article
1976 Volume 242 Pages 81-90
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_81

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In ancient Japan, it is quite certain that there were buildings called Takadono and Takaya in the palaces of kings and nobles. But beyond this, in the present day, we only have very vague architectural ideas about them. To get more precise architectural images of these buildings, I thoroughly researched available material on Takadono and Takaya, and found 21 words which stand for 14 (11 Takadono, 3 Takaya) buildings in the following literature; Kojiki (a history of Japan, completed in 712 A.D., 3 volumes), Nippon shoki (a history of Japan, completed in 720 A.D., 30 volumes), Manyoshu (an anthology, completed in the end of the 8th c., 20 volumes), Fudoki (5 provincial histories, conpleted in the middle of the 8th c.). Then I tried to reconstruct their images through the scenes presenting Takadono and Takaya in the tales or legends in the said literature. In conclusion I got the following ideas on Takadono and Takaya, especially those built in the 7th and 8th centuries, a. Though their names were different, Takadono and Takaya were the same kind of building. b. They were built not for the everday use of family life, but to watch the surrounding area. c. It had only one floor (and a roof covering it) supported high with wooden columns standing on the earth. d. So we may take them for "one-storied watch towers". e. And we can not take Takadono and Takaya as main buildings for living in palaces as they have been vaguely thought of till today.

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ON THE SIZE OF THE LARGEST SHRINE BUILDING AND RAIDEN IN KUMANO-NIIMASU SHRINE

MASAHIKO SATO

Article type: Article
1976 Volume 242 Pages 91-97
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_91

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Kumano-niimasu Shrine is situated on the northern boundary of the district of Higashimuroo in Wakayama Prefecture. The shrine stands approximately facing south. The largest shrine building is dedicated to the goddess, Musubishin, who inhabits the west side of the largest shrine while Hayatamashin is enshrined on the east side. The present Aidono was built in 1802 and is about 48 feet 4 inches wide and 38 feet 9 inches deep. But this building is a different size from that of the Heian Period. The Heian building was about 34 feet 6 inches wide and perhaps 13 feet 8 inches deep that is before 1096. The present Raiden is about 29 feet 8 inches wide and 18 feet 2 inches deep. But, the Raiden which was built prior to 1770 was about 127 feet 9 inches wide and 89 feet 6 inches deep. And this building was about 58 feet 7 inches wide and perhaps 29 feet 5 inches deep prior to 1096. I could not discover nothing regarding dimensions in the records of the Middle Ages, but from a record written around 1508, I found stated that the building was about 127 feet 9 inches wide. As a result of this, I think probably the Aidono and the Raiden were enlarged, after 1096. Furthermore, I believe that the reason for the enlargement was related to the flourishing Kumano faith. Contents of this thesis are as follows : Preface I. On the Size of the Aidono and Raiden before 1096. I-1. On the Size of the Largest Shrine Building. I-2. On the Size of Raiden or Worship Hall. II. On the Size of the Aidono and Raiden in the Middle Ages. II-1. On the Size of the Largest Shrine Building. II-2. On the Size of the Worship Hall. III. On the Size of the Aidono and Raiden before 1770. III-1. On the Size of the Aidono just before 1770. III-2. On the Size of Raiden just before 1770. Conclusion Footnotes : 1) The largest shrine building is also called "Aidono". "Raiden" is also called the worship hall. 2) "Musubishin" is also called "Himegami".

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FARMER'S HOUSES OF ECHIZEN AREA, A STUDY OF HOUSE AND FAMILY REGISTRATION BOOKS (IHEBETSU JINBETSU CHO), 1719-1869 : Part 4・The average floor area of houses based on region, period and economic status

HIROYASU YAMADA

Article type: Article
1976 Volume 242 Pages 99-107
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_99

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Contents, 4-1 The average floor area of living quarters and other parts of houses owned by each household. 4-2 The average floor area of Sugoya parts and Tsunoya additions of each household. 4-3 The average floor area of houses owned by each household. 4-4 A few comments on this analysis.

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[title in Japanese]

[in Japanese], [in Japanese]

Article type: Article
1976 Volume 242 Pages 109-110
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_109

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[title in Japanese]

[in Japanese], [in Japanese]

Article type: Article
1976 Volume 242 Pages 110-
Published: April 30, 1976
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.242.0_110

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