Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1973 Volume 212 Pages Cover1-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_Cover1

JOURNAL FREE ACCESS

Download PDF (39K)
[title in Japanese]

Article type: Cover
1973 Volume 212 Pages Cover2-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_Cover2

JOURNAL FREE ACCESS

Download PDF (39K)
[title in Japanese]

Article type: Index
1973 Volume 212 Pages Toc1-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_Toc1

JOURNAL FREE ACCESS

Download PDF (31K)
[title in Japanese]

Article type: Appendix
1973 Volume 212 Pages App1-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_App1

JOURNAL FREE ACCESS

Download PDF (19K)
BEARING CAPACITY OF OPEN-END STEEL PIPE PILES (PART 1)

KUNIO YAMAGATA, KOSHIRO NAGAI

Article type: Article
1973 Volume 212 Pages 1-8
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_1

JOURNAL FREE ACCESS

Show abstractHide abstract

The authers discussed the manner in which the openend steel pipe pile transfers the load to the outer ground and the inner soil column, supposing that the load is carried partly by the skin friction and partly by the reactions at the bottom of the inner soil column and the tip of thin wall of the pipe, as shown in fig.2 (b). Assuming that frictional stress interacting between steel pile and outer or inner soil develops to be perfectly elastic-plastic for the discrepancy of settlement, and that the inner soil column is perfectly elastic, the authers introduced the theoretical solution on the distribution of axial force along the pile axis. From some numerical calculations on steel pipe piles (diameter : 500mm, thickness : 9mm, pile length : 20 m) driven into the grounds as shown in Fig.3, the load-settlement curves, the distributions of axial force, frictional stress and settlement along the pile axis are obtained (Fig.4〜Fig.8). As the result, the following are clarified. In propotional to the increase of load, the frictional stress fo of outer soil grows gradually, and reaches at last to the state being plastic in the full length of pile under the load Rofy. After the load exceeds Rofy, the load-settlement curve breaks down pretty clearly as seen in Fig.4. The distribution of settlement of the inner soil column coincides with that of steel pile in almost full length of pile except a small portion neighbouring the tip of pile. Accordingly, the frictional resistance of the inner soil column will be expected only in such small portion even under the load close to the ultimate capacity. From this result, the tip of pipe pile can not be assumed to be closed with the inner soil under the normal load.

View full abstract

Download PDF (885K)
SOME SIMPLE S-N RELATIONSHIPS IN FATIGUE OF TUBULAR K-JOINTS

YOSHIAKI KUROBANE, MITSUO KONOMI

Article type: Article
1973 Volume 212 Pages 9-22
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_9

JOURNAL FREE ACCESS

Download PDF (1165K)
EXPERIMENTS ON LATERAL BUCKLING OF H-SHAPED BEAMS SUBJECTED TO MONOTONIC LOADINGS

Kuniaki Udagawa, Motoo Saisho, Koichi Takanashi, Hisashi Tanaka

Article type: Article
1973 Volume 212 Pages 23-36
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_23

JOURNAL FREE ACCESS

Download PDF (1024K)
A METHOD OF COMPUTATION FOR DETERMINING THE SHAPE OF CABLE STRUCTURES

YOSHIO NAMITA, HIROSHI NAKANISHI

Article type: Article
1973 Volume 212 Pages 37-48
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_37

JOURNAL FREE ACCESS

Download PDF (1196K)
STUDY ON THE TRAFFIC IN A HOSPITAL (Part III)

SADAKICHI SHIN

Article type: Article
1973 Volume 212 Pages 49-57
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_49

JOURNAL FREE ACCESS

Show abstractHide abstract

This paper is one of the series of studies on the traffic in a hospital. It describes the day-investigation into the actual conditions on the movement of persons and vehicles centering around the outpatient department and the department of central laboratory. The results of investigation are as follows; 1) Total of person's coming & going in and out the outpatient department : about 3300 persons (outpatients; about 1550 persons). In them, amount of traffic among each clinic department : about 500 persons (outpatients; about 200 persons). And among outpatient department and other departments : about 2800 persons (outpatients : about 1400 persons). 2) In total of person's coming & going in and out the department of central laboratory, amount of traffic among outpatient department and department of central laboratorys : about 350 persons (radiology department : about 170 persons. In them, outpatients : about 70 persons). Amount of traffic among ward department and department of central laboratorys : about 280 persons (radiology department : about 90 persons. In them, patients; about 60 persons). 3) In addition to, total of vehicle's coming & going in and out the department of central laboratorys; about 90 times (radiology department; about 50 times. In them, patients; about 30 times).

View full abstract

Download PDF (1085K)
ON IMAGE SURVEY OF TOWNSCAPE

ZENJRO KOYAMADA

Article type: Article
1973 Volume 212 Pages 59-65
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_59

JOURNAL FREE ACCESS

Show abstractHide abstract

It is needless to say that the beautiful townscape is attractive to the eyes of the people living in the town and therein lies an attraction of town life and that it has the most important factor to keep there living conditions more comfortable. But in case of surveying the quality of townscape, we will find it difficult to make a quantitative and qualitative analysis of the rate at which physical factors lying in townscape will appeal profoundly to their images. And then townscape is always being changed by the seasons, the weathers and so on. It does not always show the same condition even if we survey it on the spot. So we will find it difficult to try to survey it again under the same condition. Regarded from this point of view, this study is the image survey carried out by Semantic Differential Method in Psychometrics through the 21 sheets of color-slide film of Kagoshima City. The result thus obtained is almost in accord with the image of which we have a sensible understanding. So I do not think it will interfere with this study to replace the on-the spot survey at a certain time by the color-slide film. If we seek for the coefficient of correlation between semantic scales, it results in "calm" +0.84, "clean" +0.77 and "nature" +0.72 as compared with "good". As for "nature", it indicates "calm" +0.80 and "static" +0.78. Therefore we cannot help reperceiving the cleanliness in townscape and the importance of the natural factor, that is to say, greens.

View full abstract

Download PDF (1120K)
ON THE RELATIONAL SYSTEM OF THE BUDDIST ARCHITECTURE IN THE MUROMACHI PERIOD. NO.2 : A study on the proportional system in the Japanese traditional style. (Statistical Analysis of the Specimens. No.12)

TAMOTSU IWATATE

Article type: Article
1973 Volume 212 Pages 67-76
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_67

JOURNAL FREE ACCESS

Show abstractHide abstract

Conclusion. (1) To-day, We have a Book of Kiwari "DAIKU Toboku Kanejakuno shidai" that is discrived in the end of Muromachi period. We can obtain H (The height of nuki)=0.5×φ_<out>, The Breadth of nuki B=0.30×φ. When we compear this ratio with the ratio in my study, as next we shall be obtain a value of equality to the ratio of kiwari that mentroned befor. [table] (2) Seeing all relation, it the Dimension of Nuki-φ, we can many take to agree with the rotio of kiwari in the end of the Muromachi "DAIKU Toboku Kanejaku no shidai". (3) As above the table, the Group that have a ratio agree with the kiwari mentiond befor seems to relato B (Breadth of Nuki)-φ (Diamster of Column).

View full abstract

Download PDF (980K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 77-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_77_1

JOURNAL FREE ACCESS

Download PDF (55K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 77-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_77_2

JOURNAL FREE ACCESS

Download PDF (55K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 77-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_77_3

JOURNAL FREE ACCESS

Download PDF (55K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 78-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_78_1

JOURNAL FREE ACCESS

Download PDF (64K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 78-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_78_2

JOURNAL FREE ACCESS

Download PDF (64K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 78-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_78_3

JOURNAL FREE ACCESS

Download PDF (64K)
[title in Japanese]

Article type: Bibliography
1973 Volume 212 Pages 79-
Published: October 30, 1973
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.212.0_79

JOURNAL FREE ACCESS

Download PDF (38K)

Register with J-STAGE for free!