scholarly journals EXPERIMENTAL STUDY ON SEISMIC IN-PLANE SHEAR RESISTANCE OF STEEL-DECK CONCRETE COMPOSITE FLOOR SLAB ELEMENTS

1997 ◽  
Vol 62 (499) ◽  
pp. 139-146
Author(s):  
Seishi WATANABE ◽  
Koji YOSHIMURA ◽  
Kenji KIKUCHI ◽  
Yuichi FUKUDA
Keyword(s):  
Experimental Study ◽  
Shear Resistance ◽  
Plane Shear ◽  
Floor Slab ◽  
Steel Deck

Experimental Study on Epoxy Asphalt Binder

2010 ◽  
Vol 168-170 ◽  
pp. 916-919
Author(s):  
Ke Fei Liu
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Asphalt Binder ◽  
Physical And Mechanical Properties ◽  
Technical Requirement ◽  
Basic Requirement ◽  
Application Process ◽  
Epoxy Asphalt ◽  
Steel Deck ◽  
Thermosetting Epoxy

Epoxy asphalt has fundamentally changed the thermoplastic of asphalt and endowed the asphalt with excellent physical and mechanical properties. This paper analyses the developing technical requirement of thermosetting epoxy asphalt and points out its main problems during preparation and application process. Aiming at the steel deck paving characteristics, the author has independently developed epoxy asphalt binder and tested its performances, the results have showed that this binder can meet the basic requirement of various pavings, and its further research are in process.

In-plane shear resistance of thermal insulating monolithic clay unit masonry

2020 ◽  
pp. 304-310
Author(s):  
U. Meyer ◽  
D. Schermer ◽  
J. Schmalz ◽  
M. Gams ◽  
M. Lutman ◽  
...  
Keyword(s):  
Shear Resistance ◽  
Plane Shear ◽  
Thermal Insulating

scholarly journals EXPERIMENTAL STUDY ON IN-PLANE SHEAR BEHAVIOR OF AAC BLOCK MASONRY WALLS WITHOUT OPENINGS

2018 ◽  
Vol 83 (749) ◽  
pp. 1075-1085
Author(s):  
Kenji TAKASHIMA ◽  
Ryota NAKAMURA ◽  
Shinji NAKATA ◽  
Tsutomu HANAI ◽  
Kuniyoshi SUGIMOTO ◽  
...  
Keyword(s):  
Experimental Study ◽  
Shear Behavior ◽  
Masonry Walls ◽  
Plane Shear

Experimental Study on Shear Resistance of Precast RC Shear Walls with Novel Bundled Connections

2019 ◽  
Vol 13 (03n04) ◽  
pp. 1940002 ◽  
Author(s):  
Yao Chen ◽  
Qian Zhang ◽  
Jian Feng ◽  
Zhe Zhang
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Walls ◽  
Shear Wall ◽  
Shear Resistance ◽  
Lower Wall ◽  
Yield Load ◽  
Steel Bars ◽  
Wall Panels ◽  
Peak Value

This study presents shear resistance of precast reinforced concrete (RC) shear walls. A novel assembling method for upper and lower wall panels is proposed, whereas vertical steel bars are grouped into bundles and effectively connected in preformed holes. To evaluate the feasibility and shear resistance of such a connection method, three specimens of precast shear walls with different horizontal steel bars have been constructed and tested under monotonic loading while subjected to a constant vertical compression. The results show that cracks mainly appear under the line that connects the midpoint of tension side and the corner of the compression side. The weak section of these shear walls is at the top of the preformed holes, and through cracks do not appear at the bottom of walls. These innovative precast shear walls are reliable, and no rebar is pulled out or seriously slipped. The yield load of the shear wall is great, and the stage between yield and failure is satisfactory. The bearing capacity declines slowly after the peak value.

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