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Corrosion Risk of Welded Steel Frames in the Urban Areas of Taiwan Lin Ker-Chun1, a, LIOU Kuen-Tai2,b, and CHANG Heui-Yung3,c 1 National Center for Research on Earthquake Engineering, National Applied Research Laboratories, 200, Sec. 3, HsinHai Rd., Taipei 106, Taiwan, Taiwan, R.O.C. 2 Department of Civil and Environmental Engineering, National University of Kaohsiung, 700, Kaohsiung University Rd., Nanzih District, 811.
Kaohsiung, Taiwan, R.O.C. 3 Department of Civil and Environmental Engineering, National University of Kaohsiung, 700, Kaohsiung University Rd., Nanzih District, 811.
Lin: A Study on Macro-Mechanism and Microstructure of SN490B Steel Welds, Master thesis submitted to Department of Civil and Environmental Engineering, National Kaohsiung University (2010) [2] K.
Wang: Seismic Assessments of a 34-Story Steel Building Retrofitted with Response Modification Elements, Proceedings of the 14th World Conference on Earthquake Engineering (WCEE14), Beijing, China (2008) [6] C.
Jao: Seismic Performance of Steel Side Plate Moment Connections, Proceedings of the 14th World Conference on Earthquake Engineering (WCEE14), Beijing, China (2008)

Seismic Performance of the Reinforced Concrete Frame Structures with Infilled Walls of Different Configuration Minsheng Guan1,2,3, a, Hongbiao Du3,b, Wei Chen1,c and Yuhua Wu1,d 1 School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China 3 College of Civil Engineering, Shenzhen University, Shenzhen 518060, China amsguan@gdut.edu.cn, bdu_hongbiao@126.com, c417410418@qq.com, d925368712@qq.com Keywords: infilled wall frame structure; bare frame structure; configuration; seismic performance; time-history analysis Abstract.
Introduction The infilled wall frame structures are widely used in practical engineering projects for the advantages of flexible configurations and acquiring more space in buildings.
Taking the structural periods and interstorey drifts as index, the impacts of the infilled wall and its configuration on the seismic behavior of frame structures are studied by comparing with the bare frame structure and can be helpful in practical engineering applications.
Zhang: China Civil Engineering Journal, Vol.42 (2009),p.21 (in Chinese) [4] W.W.El-Dakhakhni, M.Elgaaly and A.A.Hamid: Journal of Structural Engineering-ASCE, Vol.129 (2003),p.177 [5] L.Koutromanos, A.Stavridis and P.

Research on the Factors Affect the Settlement of Soft Pile in Double-Layered Foundation Shimin Zhang 1,a, Kai Yu 2,b, Zhi Ding 3,c and Haomiao Yang 4,d 1 Department of Civil Engineering, Zhejiang University City College Hangzhou, Zhejiang, 310015, China 2 Faculty of Architectural, Civil Engineering and Environment, Ningbo University Ningbo, Zhejiang, 315211, China 3 Department of Civil Engineering, Zhejiang University City College Hangzhou, Zhejiang, 310015, China (* Corresponding author) 4 Department of Construction Management,Xiamen International Airport Group Co., Ltd.
Disaster Prevention and Mitigation Engineering, 2003,23 (3) :99-104.
Rock Mechanics and Engineering,2004,23 (20) :3405-3412 .
Rock Mechanics and Engineering, 2004,23 (5):804-808.

In recent years, steel reinforced concrete structure has been widely used in engineering.
International Journal of Impact Engineering, Vol. 31(6) (2005), p. 699-717
International Journal of Impact Engineering, [2007-09], http: //dx. do.i org/ 10. 1016/.j ijimpeng. 2007. 09. 001
Tongji university civil engineering college, (2006)
Shengyang university civil engineering college, (2010)

The new mode aims to improve the overall efficiency in the entire architecture and civil engineering industry and realize macroscopic energy-saving to obtain enormous social benefits. 1.
They represent the most scientific philosophy in the history of Chinese ancient architectural engineering.
Each engineer working on those similar buildings is doing the similar structure calculation, installation arrangement and durability design.
In the phase of design, modularization relieves engineers from tedious work of structure type selecting and calculation, and eliminates redundant and reduplicate work.
The new mode should aim to constitute a part of the regulations and rules on design and construction, exploring a piece of new land in architecture and civil engineering industry.

Analysis theory of the bearing capacity and deformation process of load-bearing column subjected to fire Jinsheng Han1, a, Kewei Chu1, b, Gaochao Lv1, c , Shen Li1,d 1 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong, 266590, China ahjsheng2008@163.com, b602839187@qq.com, c101685281@qq.com, dlishen2010@163.com Keywords: Load-bearing column, Axial compression load, Fire, Deformation, Fire resistance Abstract.
Introduction Column is one of the most common and important load-bearing construction members in civil engineering.
Deformation Analysis The axial pressure and bending moment of the columns suffering from fire are nearly invariable in actual engineering.
References [1] T T Lie: Journal of structural engineering.Vol.120 (1994), p.1489 [2] Jianlin Nan, Zhenhai Guo and Xudong Shi: Journal of Tsinghua University.
Vol.122 (1996), p.776 [6] V K R Kodur: Canadian Journal of civil engineering.

Aerodynamic Shape Optimization of Shenzhen Kingkey Financial Tower Shi Biqing1, a, Xie Zhuangning2, Ni Zhenhua3 1Department of Civil Engineering, Shantou University, Shantou, Guangdong, China 2School of Civil and Transportation Engineering, South China University of Technology, Guangzhou, Guangdong, China 3Department of Civil Engineering, Shantou University, Shantou, Guangdong, China asbb692@163.com Keywords: aerodynamic shape optimization, high-rise building, HFFB wind tunnel testing, wind induced response Abstract.
Journal of Wind Engineering and Industrial Aerodynamics, 1990, 33(12): 237-242
Journal of Wind Engineering and Industrial Aerodynamics, 1993, 50: 319-328
Wind engineering challenges of the new generations of super tall buildings [J].
Journal of Wind Engineering and Industrial Aerodynamics, 2009, 97(78): 328-334

Finite Element Analysis of Post Tensioned I-Beam with Web Openings Jyothis Alex1,a*, Vinay Mathews2,b 1P.G.Student, Department of Civil Engineering, Amal Jyothi College of Engineering, Kanjirapally, Kottayam, Kerala, India. 2Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering, Kanjirapally, Kottayam, Kerala, India.
“Static response of pre-stressed girders with openings” Journal of structural Engineering”1992 [2] F.
“Analysis of beams pre-stressed with unbounded Internal or external tendons” Journal of Structural Engineering,1993 [3] Nabil F.
Grace “Dynamic characteristics of post-tensioned girders with web openings” Journal of structural engineering / June 1996 [4] N.
Lopes “Flexural Response of Continuous Concrete Beams Pre-stressed with External Tendons” American Society of Civil Engineers, 2013

Numerical tests on laterally loaded drilled shafts socketed in rock Shuaijie Yuan1,a, Kunyong Zhang2,b , Zijian Liu3,c and Jiancheng Li4,d 1 Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China 2 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China 3 China Highway Engineering Consulting Group Company LTD 4 China Highway Engineering Consulting Group Company LTD ayuanshjx@163.com, bky_zhang@hhu.edu.cn, cjason007@sina.com, dljc1971@me.com Keywords: drilled shafts, lateral loads, ultimate bearing capacity, numerical tests.
Journal of Geotechnical Engineering,ASCE,118(6), (1992).839-855
“p-y Criterion for Rock Mass. ” Journal of Geotechnical and Geoenvironmental Engineering.10.1061/(ASCE)1090-0241(2009) 135:1(26)
Department of Civil Engineering of North Carolina State University, Civil Engineering Research, 2002
Report R-8 8 -176, Dept. of Civil Engr., Carnegie Inst. of Technology

Selection of Strength Standard of CTB in High-class Highways Yinfei Du 1, a, Xin Yu 2,b 1 Hohai University, School of Civil Engineering and Transportation,Xikang Road #1,Box563,Nanjing, Jiangsu,P.R.China,210098 2 Hohai University, School of Civil Engineering and Transportation,Xikang Road #1,Nanjing, Jiangsu,P.R.China,210098 Key words: highway engineering; CTB; cleavage strength; unconfined compressive strength; BISAR Abstract: A reasonable design strength standard is of great practical significance for reducing pavement diseases.