Transactions of the Architectural Institute of Japan

[title in Japanese]

Article type: Cover
1967 Volume 139 Pages Cover1-
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_Cover1

JOURNAL FREE ACCESS

Download PDF (46K)
[title in Japanese]

Article type: Cover
1967 Volume 139 Pages Cover2-
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_Cover2

JOURNAL FREE ACCESS

Download PDF (46K)
[title in Japanese]

Article type: Index
1967 Volume 139 Pages Toc1-
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_Toc1

JOURNAL FREE ACCESS

Download PDF (45K)
FUNDAMENTAL STUDY ON BOND BETWEEN STEEL AND CONCRETE : Part III. On the Pull-Out Test

HIROSHI MUGURUMA, SHIRO MORITA

Article type: Article
1967 Volume 139 Pages 1-10,77
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_1

JOURNAL FREE ACCESS

Show abstractHide abstract

The authors' bond theory developed in Part I of this paper was applied to the ordinary pull-out test. From the comparison of theoretical and experimental results, the following remarks were obtained. (1) The relationship between the average bond stress and the slip at the free end or at the loaded edn could be predicted successfully by the theory. (2) The average bond stress giving a constant slip at the free end was increased accordingly as the embedded length was increased, while the average bond stress giving a constant slip at the loaded end was decreased accordingly as the embedded length was increased. (3) The influence of the bar size on the relationship between the average bond stress and the slip at free end or at loaded end was discussed, and the derived result was that the embedded length sould be chosen to be proportional to square root of bar diameter to eliminate the size effect. (4) When the slip at free end became over 0.1mm, bond stress distribution could be assumed almost uniform along reinforcement. (5) There were little difference between the ordinary pull-out test results and the corresponding French pull-out test results as long as the slip at loaded end was below 0.25mm.

View full abstract

Download PDF (1344K)
[title in Japanese]

Article type: Bibliography
1967 Volume 139 Pages 10-
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_10

JOURNAL FREE ACCESS

Download PDF (68K)
APPROXIMATE ANALYSIS OF MULTI-STORIED BUILDING STRUCTURE WITH AXIAL DEFORMATION OF COLUMNS USING A METHOD OF ANALYSIS IN SHEAR-LAG PROBLEMS

MINORU TOMIZAWA, YOSHIAKI KONISI

Article type: Article
1967 Volume 139 Pages 11-21,77
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_11

JOURNAL FREE ACCESS

Show abstractHide abstract

This paper describes a method of analysis of multistoried building considering the deformation of columns due to axial forces. We discuss about various analogies between a frame with rigid joints and a sheet-stringee structure in the first part of this paper. Each frame is replaced by an equivallent sheet-stringer structure by the application of the D-Value principle. The similar procedure of the analysis in shear lag problems is also advantageous herein and we apply the principle of Minimum Total Potential Energy to obtain a solution. The substitute structure is analyzed using our program for an IBM 7090 computer. The resulting displacements and stresses are then used to calculate the stresses of the frames. In the last part of this paper, one numerical example is shown and the results computed are compared with the results obtained using moment distribution method.

View full abstract

Download PDF (1122K)
TEST ON WELDED STEEL TRUSSES ADOPTED T-STRUCTURAL SHAPE FOR CHORD MEMBERS AND STEEL TUBE FOR WEB MEMBERS : Eccentric Panel Points : Part 2

KOICHIRO YAMADA

Article type: Article
1967 Volume 139 Pages 23-32,77-78
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_23

JOURNAL FREE ACCESS

Show abstractHide abstract

This paper is the continuity of the preceding paper written by the author in Transactions of the Architectural Institute of Japan, No.126, in August 1966. Two specimens having the same members and size for the welded steel trusses, adopted the T-structural shape for their chord members, the steel tube for their web members and the eccentric panel points to make the construction of their panel points as simple as possible, are tested to find their strength and rigidity under the vertical loading on their upper chord members, and the results of these tests are compared with the theoretical analysis for the welded truss with eccentric panel points. The results are as follows. 1) In the tests both specimens of the welded steel truss with eccentric panel points showed nearly the same elastic and plastic behaviors respectively. The elastic behaviors were found to satisfy most of the results of the theoretical analysis and the plastic behaviors were qualitatively explained by using the simple plastic theory. 2) The elastic behaviors at the eccentric panel points acted on no shearing forces, in these specimens, were found to nearly coincide with the theoretical analysis, while that at the eccentric panel points acted on shearing forces did not coincide with the theoretical analysis. And the damage to these panel points could not be observed until the breaking loads of the specimens. 3) The maximum loads (10.92tons and 11.82tons) of these specimens were about 3.54 (3.84) times their allowable load 3.08tons in the short times used in the short times used in the structural design, and were about 5.14 (5.58) times the allowable load 2.12tons of the truss, which has the non-eccentric panel points constructed of pin joints, the upper chord member estimated for the continuous beam supported by the panel points and the same members and size as the specimens.

View full abstract

Download PDF (1346K)
LOCAL INSTABILITY OF "LIPPED CHANEL" AND "RECTANGULAR-TUBE" SECTIONS AND THEIR EQUIVALENT WIDTHS (PART I)

KENZO WASHIO, NORITETSU ISHIHAMA

Article type: Article
1967 Volume 139 Pages 33-43,78
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_33

JOURNAL FREE ACCESS

Show abstractHide abstract

This paper presents the general solution of the local buckling strength, in the plastic range that implies F. Bleich's orthotropic behavior of material, which based on M. Kuranishi's elastic exact solution for a lipped channel and a rectangular-tube section members consist of thin-walled plate assemblies. We treat as the anisotropic behavior of the plates also when the applied load exceeds the critical load and we introduce the following approximated equation of equivalent width for the sections by using K. Marguerre's method when the stress along the longtudinal edges aproaches the yield point : b_e/b=б_<yi>(1+λ_e^4)+2σ_c/σ_<yi>(3+λ_e^4) where σ_<yi>=the yield stress, σ_c=the critical stress, and λ_e=the aspect ratio a/b at the elastic buckling. The results of coupon tests on fifteen different types of the lipped channel and the rectangular-tube sections as a short column under compressive load, are compared and checked with the values of the equivalent width of this theorie's result.

View full abstract

Download PDF (1352K)
EXPERIMENTAL RESEARCH ON LOCAL FAILURE OF CHORD IN TUBULAR TRUSS JOINTS : (2) Influence of Variation of Intersecting Angle between Chord and Conpression Branch and Variation of Gop between Two Branches

KENZO WASHIO, TAKESHI TOGO, NOBUYUKI MITUI

Article type: Article
1967 Volume 139 Pages 45-54,78
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_45

JOURNAL FREE ACCESS

Download PDF (1328K)
EXPERIMENTAL RESERCHES ON THE FLUCTION OF WALL WIND PRESSURE OF BUILDING ATTENDED WITH THE FLUCTUATION OF WIND FOR ENVIRONMENTAL ENGINEERING

TAKESHI SEKINE, MASAZO SAWADA

Article type: Article
1967 Volume 139 Pages 55-62,78
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_55

JOURNAL FREE ACCESS

Download PDF (816K)
ANALYSIS OF ARCHITECTURAL DESIGN PROCESS IN PRELIMINARY STAGE (PART 2)

TOSHIHIKO OTA, MUTSUHIKO ARAKI

Article type: Article
1967 Volume 139 Pages 63-70,79
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_63

JOURNAL FREE ACCESS

Download PDF (1065K)
DEVELOPMENT OF THE SOCIAL CONTACT, TIME AND SPATIAL ANALYSIS OF DAILY LIFE OF PEOPLE LIVING IN THE HOUSING ESTATE : Conclusion : Community Profile-Investigation of the Function of the Housing Estate (6)

KAICHIRO KURIHARA, SUSUMU TAGO, HIDEO IWANAGA

Article type: Article
1967 Volume 139 Pages 71-76,79
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_71

JOURNAL FREE ACCESS

Show abstractHide abstract

This is the final report of the several series of investigations on the function of housing estate in human life. This time, we have intended to compare the data each other which were shown in the former reports. and to show the "community profile" as a general perspective view with each four housing estates surveryed respectively. The main items are shown in the "profile" by a simplified form concerning each community situation; the values of the percentage ratio of 1) shopping within the community area, 2) spending the leisure time within the community area, 3) social contact within the community area, 4) the man who have "community feeling", 5) the man who want to live for a long time in their present community area. By the profile it was made clear that : 1) Blue-collar workers make a living much in the community area and have much "community feeling" compared to the white-collar workers. 2) People who live in the suburban area make a living much in the community area and have much "community feeling" compared to the people who live in the urban area. 3) Wives make a living much in the community area compared to husbands, especially on the social contact in neighbourhood. Generally speaking, it is able to say that the original function of the housing estate in human life was made clear, and that the various standard values for the planning of the housing estate should not be decided uniformly but in the respective way by the characteristics of the estates, urban or suburban, blue-collar workers' or white-collar workers' etc.

View full abstract

Download PDF (885K)
[title in Japanese]

Article type: Appendix
1967 Volume 139 Pages App1-
Published: September 30, 1967
Released on J-STAGE: August 22, 2017

DOIhttps://doi.org/10.3130/aijsaxx.139.0_App1

JOURNAL FREE ACCESS

Download PDF (20K)

Register with J-STAGE for free!