scholarly journals STUDY ON STRUCTURAL BEHAVIOR OF RC COLUMNS CONFINED WITH RECTANGULAR STEEL PIPE USED FOR THE PRECAST CONCRETE WALL STRUCTURE REDUCING TO COLUMNS AT THE GROUND STOREY

1994 ◽  
Vol 59 (460) ◽  
pp. 131-141
Author(s):  
Toshio ASAKAWA ◽  
Rintaro ISHIMARU ◽  
Hiroshi YOSHIDA ◽  
Yasuyoshi SUENAGA
Keyword(s):  
Precast Concrete ◽  
Steel Pipe ◽  
Structural Behavior ◽  
Wall Structure ◽  
Concrete Wall ◽  
Rc Columns

Shear behavior of precast concrete wall structure based on two-way hollow-core precast panels

2018 ◽  
Vol 176 ◽  
pp. 74-89 ◽  
Author(s):  
Chen Xiong ◽  
Mingjin Chu ◽  
Jiliang Liu ◽  
Zhijuan Sun
Keyword(s):  
Precast Concrete ◽  
Shear Behavior ◽  
Wall Structure ◽  
Hollow Core ◽  
Concrete Wall

Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure

2018 ◽  
Vol 16 (11) ◽  
pp. 5309-5339 ◽  
Author(s):  
E. Brunesi ◽  
S. Peloso ◽  
R. Pinho ◽  
R. Nascimbene
Keyword(s):  
Precast Concrete ◽  
Full Scale ◽  
Wall Structure ◽  
Cyclic Testing ◽  
Concrete Wall

scholarly journals Structural behavior of precast concrete wall panels due to dynamic load: A review

2019 ◽  
Author(s):  
Muhammad Ujianto ◽  
Ahmad Zurisman Mohd Ali ◽  
Mochamad Solikin
Keyword(s):  
Dynamic Load ◽  
Precast Concrete ◽  
Structural Behavior ◽  
Concrete Wall ◽  
Wall Panels

Shake-Table Testing of a Full-Scale Two-Story Precast Wall-Slab-Wall Structure

2019 ◽  
Vol 35 (4) ◽  
pp. 1583-1609 ◽  
Author(s):  
Emanuele Brunesi ◽  
Simone Peloso ◽  
Rui Pinho ◽  
Roberto Nascimbene
Keyword(s):  
Precast Concrete ◽  
Seismic Loading ◽  
Full Scale ◽  
Wall Structure ◽  
Shake Table ◽  
Structural Members ◽  
Concrete Wall ◽  
Engineering Research ◽  
Response Performance ◽  
Precast Walls

Precast wall-slab-wall buildings can be found in many different earthquake-prone areas of the world. This type of building structure features no beams or columns but rather precast walls and slabs alone that are joined together by means of steel connectors and mortar, both of which will not necessarily prevent the formation of relative sliding between structural members when the structure is subjected to certain levels of horizontal excitation, rendering them particularly vulnerable to seismic loading. Given the scarce amount of information/data on the seismic behavior of these structures, a dynamic shake-table test was undertaken to investigate the response/performance of a full-scale two-story reinforced precast concrete wall-slab-wall structure, up to incipient/near collapse. The building mock-up was subjected to five test runs of progressively increased intensity and collapsed because of failure of the steel connectors used to join the longitudinal and transverse walls. Test data are openly available and archived at the Natural Hazards Engineering Research Infrastructure DesignSafe Data Depot.

Structural behavior of cast-in C-channel anchors in precast concrete under uniaxial tension

2017 ◽  
Vol 19 (4) ◽  
pp. 1157-1173 ◽  
Author(s):  
Islam S. AbouHamdah ◽  
Mohammed A. Al-Osta ◽  
Mohammed H. Baluch ◽  
Muhammad K. Rahman ◽  
Ahmed Ibrahim
Keyword(s):  
Uniaxial Tension ◽  
Precast Concrete ◽  
Structural Behavior
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