TENSILE BEHAVIOR OF TRADITIONAL WOODEN COLUMN BASE JOINT BY PLURAL NAGAHOZOSASHI-KOMISEN
نویسندگان
چکیده
منابع مشابه
Investigation of fuzzily arranged "Hanegi" in traditional wooden building
The purpose of my investigation is to clarify the mechanical characteristics of fuzzily arranged Hanegi (Photo 3) of Japanese traditional buildings, and to give suggestions as to possibility of application to structural design of modern wooden buildings. Hanegi is an unstable structural system of roof frame which is supported with the action of levers. The writers analyze why an unstable struct...
متن کاملHot Deformation Behavior of Haynes 25 by the Hot Tensile Test
In the present work, hot tensile behavior of Haynes 25 Co-base alloy was investigated in the temperature range of 950-1200 ˚C and 0.1 s-1. Thermodynamic calculations showed that M23C6 and M6C carbides were stable below 1000 ˚C and above 1050 ˚C, respectively. Stress-strain curves also indicated an unusual trend of strain fracture. It was observed that with increasing temperature from 950 to 105...
متن کاملSeismic Behavior of Prefabricated Column-Footing Connection
Results of an experimental investigation of the seismic performance of prefabricated column-footing connections are presented. Tests were conducted on six 1/4-scale prefabricated column specimens inserted into prefabricated footings in two Groups. Group-1 consisted of four specimens, which were tested under constant axial load and cyclic inelastic lateral displacements. The remaining two specim...
متن کاملTensile Properties of Ferrite-austenitic Welded Joint
Very often, in order to optimized welded constructions, some of their parts are made of heterogeneous steels. For example, microalloyed steels are in use for cars chassis making and high alloyed steels for different constructions making. From that reason, it’s not rare to find welded joints between ferrite microalloyed and austenitic highalloyed steels. As a rule, these joints are welded by usi...
متن کاملMathematical Modeling of Column-Base Connections under Monotonic Loading
Some considerable damage to steel structures during the Hyogo-ken Nanbu Earthquake occurred. Among them, many exposed-type column bases failed in several consistent patterns, such as brittle base plate fracture, excessive bolt elongation, unexpected early bolt failure, and inferior construction work, etc. The lessons from these phenomena led to the need for improved understanding of column base...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2009
ISSN: 1881-8153,1340-4202
DOI: 10.3130/aijs.74.667