187
Views
3
CrossRef citations to date
0
Altmetric
Articles

Experimental study on frame-supported multi-ribbed composite walls under low-reversed cyclic loading

, , &
Pages 314-331 | Received 27 Jul 2014, Accepted 27 Mar 2015, Published online: 09 Jun 2015

References

  • Ahmad, R. (2011). Lateral stiffness of concrete shear walls for tall buildings. ACI Structural Journal, 108, 755–765.
  • Cao, W. L., Zhang, J. W., Zhang, J. N., & Wang, M. (2009). Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss. Frontiers of Architecture and Civil Engineering in China, 3, 370–377.10.1007/s11709-009-0062-x
  • Christidis, A. A., Dimitroudi, E. G., Hatzigeorgiou, G. D., & Beskos, D. E. (2013). Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation. Bulletin of Earthquake Engineering, 11, 2233–2248.10.1007/s10518-013-9490-z
  • Jia, S. Z., & Yuan, Q. (2012). Seismic response analysis of multi-ribbed composite wall structure subjected to near-fault ground motions. Journal of Harbin Engineering University, 33, 1366–1370 (in Chinese).
  • Jia, S. Z., & Yuan, Q. (2013a). Deteriorating hysteretic parameters and energy dissipation performance of multi-ribbed composite wall structures. Journal of Huazhong University of Science and Technology, 41, 32–35 (in Chinese).
  • Jia, S. Z., & Yuan, Q. (2013b). Aseismatic design for multi-ribbed composite wall structure based on damage-reduction mode. Journal of BeiJing jiaotong University, 37, 110–113 (in Chinese).
  • Kim, H. G., Yoshitomi, S., Tsuji, M., & Takewaki, I. (2012). Post-tensioning high-hardness rubber damper system for vibration control of residential houses and building structures. Advances in Structural Engineering, 15, 2157–2172.10.1260/1369-4332.15.12.2157
  • Li, B. X., Xie, H. P., Deng, J. H., He, C. R., & Wang, Z. (2009). Characteristic analysis of performance and damage of buildings in Wenchuan Earthquake and considerations in aseismic design of buildings. Journal of Disaster Prevention and Mitigation of Engineering, 29, 224–230 ( in Chinese).
  • Li, H. N., Zhang, J. W., & Liu, L. (2004). Seismic behavior of insulated hollow-brick cavity walls using quasi-static experimentation. Experimental Mechanics, 44, 396–406.10.1007/BF02428093
  • Li, Q. Y., Liu, Y., Wang, S. M., & Gao, X. W. (2011). Damage survey and analysis of masonry buildings with frame and seismic-wall in the lower stories. Building Structure, 41 291–293 (in Chinese).
  • Li, S. C., Dong, J. X., & Li, L. F. (2012). Experimental hysteretic behavior of in-plane loaded reinforced grouted multi-ribbed aerated concrete blocks masonry walls. Structural Engineering and Mechanics, 41, 95–112.10.12989/sem.2012.41.1.095
  • Liang, X. W., Li, B., & Li, X. W. (2009). Lateral load-carrying capacity of continuous masonry wall supported on RC frame. Advances in Structural Engineering, 10, 305–317.
  • Liu, P., & Guo, M. (2012). An experimental study of multi-grid composite walls. Advances in Structural Engineering, 15, 495–508.10.1260/1369-4332.15.3.495
  • Liu, P., & Yao, Q. F. (2010). Dynamic reliability of structures: The example of multi-grid composite walls. Structural Engineering and Mechanics, 36, 463–479.10.12989/sem.2010.36.4.463
  • National Standard for People’s Republic of China. (GB50011-2010). Code for seismic design of building. Beijing: China Architecture and Building Press ( in Chinese).
  • National Standard for People’s Republic of China. (JGJ3-2010). Technical specification for concrete structures of tall building. Beijing: China Architecture and Building Press ( in Chinese).
  • National Standard for People’ s Republic of China. (GB50003-2011). Code for design of masonry structures. Beijing: China Architecture and Building Press ( in Chinese).
  • Saradj, Fatemeh, M. (2007). Earthquake intensity, damage, and conservation of unreinforced masonry buildings. Architectural Science Review, 50, 130–140.10.3763/asre.2007.5019
  • Yan, C. W., & Jia, J. Q. (2010). Seismic performance of steel reinforced ultra high-strength concrete composite frame joints. Earthquake Engineering and Engineering Vibration, 9, 439–448.10.1007/s11803-010-0027-z
  • Yuan, Q., & He,Y. Y. (2014). Earthquake simulation test on the multi-ribbed composite wall supported on frame (pp. 1–9). Retrieved from http://www.paper.edu.cn ( in Chinese).
  • Zhang, Y., Yao, Q. F., & Ding, Y. G. (2005). Study on energy-saving residential building structures of multi-ribbed composite walls with high performance concrete (pp. 444–450). Xinjiang: EETC.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.