Masonry CSEB Building Models under Shaketable Testing-An Experimental Study
In this experimental investigation shake table tests
were conducted on two reduced models that represent normal single
room building constructed by Compressed Stabilized Earth Block
(CSEB) from locally available soil. One model was constructed with
earthquake resisting features (EQRF) having sill band, lintel band and
vertical bands to control the building vibration and another one was
without Earthquake Resisting Features. To examine the seismic
capacity of the models particularly when it is subjected to long-period
ground motion by large amplitude by many cycles of repeated
loading, the test specimen was shaken repeatedly until the failure.
The test results from Hi-end Data Acquisition system show that
model with EQRF behave better than without EQRF. This modified
masonry model with new material combined with new bands is used
to improve the behavior of masonry building.
[1] Clough RW, GulkanP and Mayes RL (1979), "Shaking Table Study of
Single Storey Masonry Houses-Vol 3: Summary, Conclusions and
Recommendations," Report No. UCB/EERC-79/25, EERC, University
of California, Berkeley, CA, USA
[2] Krishna J and Chandra B (1965), "Strengthening of Brick Buildings
Against Earthquake Forces," Third World Conference on Earthquake
Engineering, New Zealand.
[3] Mengi Y, Sucuolu H and McNiven HD (1984), "A Linear Mathematical
Mode for the Seismic In-plane Behaviour of Brick Masonry Walls, Part
1: Theoretical Considerations," Earthquake Engineering and Structural
Dynamics, 12(3): 313-326..
[4] Murty CVR, Dayal U, Arlekar JN, Chaubey SK and Jain SK (2001),
"Preliminary Field Report on Gujarat Earthquake," The Indian Concrete
Journal, The ACC Limited, Thane, 75(3): 181-190. IS 3495-1976 Part-I
1976, Code of Practice for Preparation and Use of masonry Mortars,
First Revision, Bureau of Indian Standards, New Delhi.
[5] Seible F, Priestley JN and Kurkchubasche AG (1994), "Seismic
Response of Full-Scale Five-Storey Reinforced Masonry Building,"
Journal of Structural Engineering, ASCE, 120: 925-946.
[6] Sommers P (1996), "Northridge Earthquake of January 17, 1994:
Reconnaissance Report, Volume 2 - Unreinforced Masonry Buildings,"
Earthquake Spectra, EERI, 11: 195-217.
[7] Qamaruddin M, Arya AS and Chandra B (1978), "Experimental
Evaluation of Seismic Strengthening Methods of Brick Building," Sixth
Symposium on Earthquake Engineering, Roorkee
[8] IS: 13828-1993 (1993), Improving Earthquake Resistance of Low
Strength Masonry Buildings-Guidelines, Bureau of Indian Standards,
New Delhi.
[9] Shea GH (1993), "Erzincan, Turkey Earthquake of March 13, 1992:
Reconnaissance Report Earthquake Spectra EERI
[10] Tomazevic M (1999), Earthquake Resistant Design of Masonry
Buildings,Imperial College Press
[1] Clough RW, GulkanP and Mayes RL (1979), "Shaking Table Study of
Single Storey Masonry Houses-Vol 3: Summary, Conclusions and
Recommendations," Report No. UCB/EERC-79/25, EERC, University
of California, Berkeley, CA, USA
[2] Krishna J and Chandra B (1965), "Strengthening of Brick Buildings
Against Earthquake Forces," Third World Conference on Earthquake
Engineering, New Zealand.
[3] Mengi Y, Sucuolu H and McNiven HD (1984), "A Linear Mathematical
Mode for the Seismic In-plane Behaviour of Brick Masonry Walls, Part
1: Theoretical Considerations," Earthquake Engineering and Structural
Dynamics, 12(3): 313-326..
[4] Murty CVR, Dayal U, Arlekar JN, Chaubey SK and Jain SK (2001),
"Preliminary Field Report on Gujarat Earthquake," The Indian Concrete
Journal, The ACC Limited, Thane, 75(3): 181-190. IS 3495-1976 Part-I
1976, Code of Practice for Preparation and Use of masonry Mortars,
First Revision, Bureau of Indian Standards, New Delhi.
[5] Seible F, Priestley JN and Kurkchubasche AG (1994), "Seismic
Response of Full-Scale Five-Storey Reinforced Masonry Building,"
Journal of Structural Engineering, ASCE, 120: 925-946.
[6] Sommers P (1996), "Northridge Earthquake of January 17, 1994:
Reconnaissance Report, Volume 2 - Unreinforced Masonry Buildings,"
Earthquake Spectra, EERI, 11: 195-217.
[7] Qamaruddin M, Arya AS and Chandra B (1978), "Experimental
Evaluation of Seismic Strengthening Methods of Brick Building," Sixth
Symposium on Earthquake Engineering, Roorkee
[8] IS: 13828-1993 (1993), Improving Earthquake Resistance of Low
Strength Masonry Buildings-Guidelines, Bureau of Indian Standards,
New Delhi.
[9] Shea GH (1993), "Erzincan, Turkey Earthquake of March 13, 1992:
Reconnaissance Report Earthquake Spectra EERI
[10] Tomazevic M (1999), Earthquake Resistant Design of Masonry
Buildings,Imperial College Press
@article{"International Journal of Architectural, Civil and Construction Sciences:59164", author = "Lakshmi Keshav and V. G. Srisanthi", title = "Masonry CSEB Building Models under Shaketable Testing-An Experimental Study", abstract = "In this experimental investigation shake table tests
were conducted on two reduced models that represent normal single
room building constructed by Compressed Stabilized Earth Block
(CSEB) from locally available soil. One model was constructed with
earthquake resisting features (EQRF) having sill band, lintel band and
vertical bands to control the building vibration and another one was
without Earthquake Resisting Features. To examine the seismic
capacity of the models particularly when it is subjected to long-period
ground motion by large amplitude by many cycles of repeated
loading, the test specimen was shaken repeatedly until the failure.
The test results from Hi-end Data Acquisition system show that
model with EQRF behave better than without EQRF. This modified
masonry model with new material combined with new bands is used
to improve the behavior of masonry building.", keywords = "Earth Quake Resisting Features, Compressed
Stabilized Earth Blocks, Masonry structures, Shake table testing,
Horizontal and vertical bands.", volume = "6", number = "12", pages = "1089-7", }