scholarly journals STUDY ON STRUCTURAL CHARACTERISTICS OF MOMENT RESISTING JOINT WITH SAWTOOTH-SHAPE GROOVES FOR TIMBER FRAME STRUCTURES

2017 ◽  
Vol 23 (53) ◽  
pp. 109-114
Author(s):  
Kayo YASUDA ◽  
Yuki OZAWA
Keyword(s):  
Structural Characteristics ◽  
Frame Structures ◽  
Timber Frame ◽  
Moment Resisting

scholarly journals STUDY ON THE BEAM-COLUMN JOINT OF TIMBER FRAME STRUCTURES USING DRIFT PINS : Part 2 Examinations by the experiments of the moment resisting elements and full-scale structure

2004 ◽  
Vol 69 (578) ◽  
pp. 91-97 ◽  
Author(s):  
Naoya SHOJO ◽  
Yoshinobu FUJITANI ◽  
Yuji MAKISHIMA ◽  
Hiroyuki NOGOMI ◽  
Yoshiaki OHNO ◽  
...  
Keyword(s):  
Full Scale ◽  
Scale Structure ◽  
Frame Structures ◽  
Timber Frame ◽  
Moment Resisting ◽  
Column Joint ◽  
The Moment

Hysteresis effect on earthquake risk assessment of moment resisting frame structures

2021 ◽  
Vol 242 ◽  
pp. 112532
Author(s):  
Zhenhua Huang ◽  
Liping Cai ◽  
Yashica Pandey ◽  
Yong Tao ◽  
William Telone
Keyword(s):  
Risk Assessment ◽  
Hysteresis Effect ◽  
Frame Structures ◽  
Earthquake Risk ◽  
Moment Resisting Frame ◽  
Moment Resisting ◽  
Earthquake Risk Assessment

scholarly journals Local Seismic Cultures: The Use of Timber Frame Structures in the South of Portugal

2016 ◽  
pp. 101-111 ◽  
Author(s):  
Javier Ortega ◽  
Graça Vasconcelos ◽  
Hugo Rodrigues ◽  
Mariana Correia
Keyword(s):  
Frame Structures ◽  
The South ◽  
Timber Frame

scholarly journals On force distribution in the staple connections of wood based panels with OSB covers

2018 ◽  
Vol 196 ◽  
pp. 02047
Author(s):  
Anna Al Sabouni-Zawadzka ◽  
Wojciech Gilewski ◽  
Jan Pełczyński
Keyword(s):  
Uniform Distribution ◽  
Numerical Models ◽  
Frame Structures ◽  
Building Industry ◽  
Force Distribution ◽  
Assembly Process ◽  
Timber Frame

Prefabricated timber frame structures have been gaining in popularity among the building industry in recent years. The present paper discusses an important aspect of such technologies, which are staple connections of wood based panels with OSB covers. The analysed numerical models indicate a highly non-uniform distribution of forces in staples and show how this phenomenon may be diminished in order to avoid damage of the panels during the transportation and assembly process.

DEMONSTRATION OF WIND LOAD DESIGN FOR TIMBER FRAME STRUCTURES USING DIAPHRAGM ACTION

2000 ◽  
Vol 43 (3) ◽  
pp. 729-734 ◽  
Author(s):  
D. M. Carradine ◽  
F. E. Woeste ◽  
J. D. Dolan ◽  
J. R. Loferski
Keyword(s):  
Wind Load ◽  
Frame Structures ◽  
Timber Frame ◽  
Diaphragm Action

Fundamental period of irregular moment-resisting steel frame structures

2013 ◽  
Vol 23 (15) ◽  
pp. 1141-1157 ◽  
Author(s):  
Kelly Young ◽  
Hojjat Adeli
Keyword(s):  
Steel Frame ◽  
Fundamental Period ◽  
Frame Structures ◽  
Moment Resisting ◽  
Steel Frame Structures
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