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OBSERVATIONS AFTER 5/12/2008 WENCHUAN EARTHQUAKE BASED ON FIELD RECONNAISSANCE FROM 7/4/2008 TO 7/7/2008
Khalid M. Mosalam, PhD, PE [email protected] and Vice Chair for Research and Technical Services Structural Engineering, Mechanics and MaterialsDepartment of Civil and Environmental Engineering
AcknowledgementsOffice of International Strategy Development, UC Office of the President (UCOP); Center for Information Technology Research in the Interest of Society (CITRIS), UC Berkeley; Prof. Jian-hui Deng, Prof. Bixiong Li, Prof. Ping Guan, and Prof. Shijing Yan, Sichuan University; Office of the President and International Office, Sichuan University, Chengdu, China
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Visited Cities
Yingxiu
XuankouZipingpu Dujiangyan
Juyuan
HongkouN
Yingxiu
Hongbai Hanwang
ShuimoXuankou
epicenter DujiangyanJuyuan
Mianzhu
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More Information … Presentation file by Mosalam and Sitar:
http://peer.berkeley.edu/pdf/5-12-Wenchuan-mosalam-sitar-new.pdf Papers to appear in proceedings of 14WCEE, Beijing, 2008
Li, B., Wang, Z., Mosalam, K.M., and Xie, H. (2008) “Wenchuan Earthquake Field Reconnaissance on Reinforced Concrete Framed Buildings With and Without Masonry Infill Walls,” Proceedings of 14WCEE, Beijing, 12-17, October, Paper #S31-035.
Li, B., Wang, Z., Mosalam, K.M., Wang, X., and Wei, Z. (2008) “Analysis of Stairwells Performance and Damage During Wenchuan Earthquake,” Proceedings of 14WCEE, Beijing, 12-17, October, Paper #S31-005.
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Building 1East side
Building 2
Dujiangyan Town (Poor vs. Good Performance)
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Dujiangyan Town (Poor vs. Good Performance)Building 1 (6 story with “open” parking in first story)
North side
~ 200 mm (8”) drift
Column hinging
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Building 2 (5 story some infill walls in first story)
Dujiangyan Town (Poor vs. Good Performance)
First story infill cracking
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Seismic Performance of Stair Wells
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Performance of Stair Wells in Dujiangyan Town
Photo by B. Li
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Concluding Remarks1. Poor construction practice and inadequate seismic design
levels† are the main reasons for most of the building collapses.
2. Short columns, strong-beam/weak-column, use of inconsistent masonry walls, disregard of infill walls in design are main reasons for the widespread damage in the epicenter region.
3. Types of stairwell damage when a building is shaken in the transverse direction (parallel to tread depth) are:
I. flexural damage in staircase treads,II. shear damage at construction interface of staircase
treads,III. shear failure in landing beamsIV. crushing in staircase treads/landing beams joints
†On June, 19, 2007, China Earthquake Administration (CEA) modified the seismic zonation map for the affected region.
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Fault Trace in Hongkou Town
SE side up > 2m
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RC Frame Failure Due to Faulting (Hongkou Town)
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Hongkou Bridge – Faulting Induced Collapse
Thrust fault induced shears
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Good Performance of Long Period Structures
Elevated water tank in Hanwang town
Photo by K. Mosalam
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Thank You!Photo by K. Mosalam