The Crack Investigation and Analysis of Frame Structure Subjected to Lateral Loading

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Abstract:

The crack development of two cast-in-situ RC frame structures subjected to lateral loading was investigated. Then the develop reasons were analyzed. The investigation indicates that the existence of monolithic slab in reinforced concrete frame structure overstrengthened the actual flexural capability of longitudinal beams. Therefore, the participation of monolithic slabs should be made in consideration in structural design to achieve the strong column weak beam philosophy.

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1885-1888

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Li Hongnan, Xiao Shiyun, Huo Linsheng: Damage investigation and analysis of engineering structures in the Wenchuan earthquake. Journal of Building Structures Vol. 38(2008), pp.10-18, in Chinese.

Google Scholar

[2] Wang Yayong: Lessons learnt from building damages in the Wenchuan earthquake-seismic concept design of buildings. Journal of Building Structures Vol. 29(2008), pp.20-25, in Chinese.

Google Scholar

[3] Ye Lieping, Qu Zhe, Ma Qianli et al.: Study on ensuring the strong column-weak beam mechanism for RC frames based on the damage analysis in the Wenchuan earthquake. Building Structure Vol. 38(2008), pp.52-59, in Chinese.

Google Scholar

[4] C. W. French, A. Boroojerdi: Contribution of RC Floor Slabs in Resisting Lateral Loads. Journal of Structural Engineering, ASCE Vol. 115(1989), pp.1-18.

DOI: 10.1061/(asce)0733-9445(1989)115:1(1)

Google Scholar

[5] S. J. Pantazopoulou, C. W. French: Slab Participation in Practical Earthquake Design of Reinforced Concrete Frame. ACI Structural Journal Vol. 98(2001), pp.479-489.

DOI: 10.14359/10291

Google Scholar

[6] Wang Suguo, Han Xiaolei, Ji Jing: The Effect of SlAbs on the Failure Mode of Reinforced Concrete Frame Structures. Journal of Civil, Architectural & Environmental Engineering Vol. 31(2009), pp.66-71, in Chinese.

Google Scholar

[7] B. M. Shahrooz, J. P. Moehle: Evaluation of Seismic Performance of Reinforced Concrete Frames. Journal of Structural Engineering, ASCE Vol. 117(1990), pp.1403-1422.

DOI: 10.1061/(asce)0733-9445(1990)116:5(1403)

Google Scholar

[8] C. W. French: Effect of Floor Slab on Behavior of Slab-Beam-Column Connections (ACI SP-123, Design of Beam-Column Joints for Seismic Resistance 1991).

DOI: 10.14359/2853

Google Scholar

[9] P. C. Cheung, T. Paulay, R. Park: Mechanisms of slab contributions in beam-column slab subassemblages. Seismic Resistance Vol. 123(1991), pp.259-289.

DOI: 10.14359/2856

Google Scholar

[10] Burcu B. Canbolat, James K. Wight: Experimental Investigation on Sismic Behavior of Eccentric Reinforced Concrete Beam-column-slab Connections. ACI Structural Journal Vol. 105(2008), pp.154-162.

DOI: 10.14359/19730

Google Scholar

[11] Wang Suguo, Han Xiaolei, Ji Jing et al.: Study on Influence of Cast-in-place Slab on Main Beams in RC Frame. South China Journal of Seismology Vol. 29(2009), pp.35-41, in Chinese.

Google Scholar