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Ground Motion of Non-circular Alluvial Valley for Incident Plane SH-wave Hui Qia, Gen Chang Zhangb, Jing Fu Nanc Civil Engineering College, Harbin Engineering University, Harbin 150001, China aqihui205@sina.com,bgchzhang@126.com, cnjf@126.com Keywords: Ground motion, SH-waves, Non-circular Alluvial Valley, Conformal Mapping Method.
Journal of Engineering Mechanics 125:668-674
Soil Dynamics and Engineering 21:603-613
Earthquake Engineering and Engineering Vibration 4:1-10
Earthquake Engineering and Engineering Vibration 2:281-287

Study on Reinforcement of Artificial Boundary Pillar using Slope-toe-enclosure Compound with Prestressed Cable-bolts Wen Du1,a, Chun’an You2,b,Yuan’yuan Li3,c 1,2,3College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266590,China aE-mail:duwenkadn@163.com, bE-mail:youchunan@163.com,cE-mail:740185436@QQ.com Keywords: stress concentration, slope-toe-enclosure, cable-bolts, reinforcement Abstract: Region around slope-toe about to yield and fail in advance due to stress concentration.
Geological investigation helps determining possible slide rock mass and failure surface in slope engineering.
Application of Anchoring Technique in Geotechnical Engineering [M].
Chinese Journal of Rock Mechanics and Engineering, 2005,(6):925-929 [7]Hamrin, H. (2001).
Underground mining methods and applications.Underground Mining Methods: Engineering Fundamentals and International Case Studies(eds W.

Design and development of the architecture market management information system Zhijiang FENG1, Jianchen LIU1, Limin WANG1, Changli Yan1, Ping Zhang2 1Hebei Institute of Architecture and Civil Engineering 2China life insurance Zhangjiakou China e-mail:wlmfirst@sina.com Keywords: database synchronization , the architecture market management information system, zml xmlhttp , access database Abstract.
The project background of the architecture market management information system Due to the construction engineering related to many things, the construction process is a complicated synthetically process.
The inspection issues and Solutions Of the architecture market management information system in No signal areas Since the architecture market management information system about the Mathematical model of inspection absence as the judgment basis,and the inspection data needs inspectors to identify the engineering register and calendar their absence.
However, due to some construction sites are remote, it is difficult to guarantee the transmission of network communications, inspectors need to establish a local information management system to get the information of engineering registration workers at once and register the Inspection records immediately.
Acknowledgment We acknowledge the financial support provided by the Natural Science Foundation of Hebei Province, China 10213518D References [1] Guo zhiyi,Liu xueyi ,”The discussion of how to ensure engineering quality in construction engineer practicing”, construction engineering, pp. 212-215,August 2008 [2] Huangwei,”Promoting supervise innovations,Improve supervise efficiency, break new ground of supervision work for markets of construction”, markets of construction bid and tender, pp. 4-10 January 2007 [3] Ministry of Construction.”Market integrity of national building information platform has enabled”, engineering installation, pp. 5-7,February 2008 [4] Xuchao, Xiaojing, Zhou siming, Cao xuyang ,Material Management Information System of Equipment for Large-scale Construction Enterprise Based on B/S Frame Work Evaluation Mode of Europe Country CHINA PLANT ENGINEERING 2010.7 32-34 [5] DING Zhaoning Graphic Information M anagement System of M ulti-story Parking Facilities

Stability Analysis of Arch Dam Abutment Yang Ling Qianga, Gao Ruib School of Civil Engineer and Architecture, University of Jinan, Jinan, Shandong province, China acea_yanglq@ujn.edu.cn, b cea_gaor@ujn.edu.cn Keywords: Slide; Safe; Rock slop; Dam abutment Abstract.
It has always been valued to the engineering.
Engineering Mechanics12(4) (1995),p.84
Journal of Hydraulic Engineering (7) (1990),p.60
Journal of Hydraulic Engineering (5) (2008),p. 604

Preliminary Analysis of Correlation between Ground Response and Subsoil Softening Longwei Chen1,2, a, Xianzhang Ling2,b and Xiaoming Yuan1,c 1Institute of Engineering Mechanics, CEA, Harbin 150080, China 2School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China alongweichen83@gmail.com, bxianzhang_ling@263.net, cyxmiem@163.com Keywords: spectral intensity relative changing rate, ground response, correlation, subsoil softening.
Yamazaki: Earthquake Engineering and Structure Dynamics Vol. 30 (2005), p. 173-193
Taguchi, et al.: Engineering Geology Vol. 43 (1996), p. 85-106
O’Rourke: Journal of Geotechnical and Geoenvironmental Engineering Vol. 123, No. 1 (1996), p. 37-45
Yuan: World Earthquake Engineering Vol. 20, No. 3 (2004), p. 33-38.

Introduction Transmission tower-line system is a typical civil engineering structure constructed in the open air, which is a type of high-rise truss structure with small damping.
A new damage index for detecting sudden change of structural stiffness, International Journal of Structural Engineering and Mechanics, 26(3): 315-341
Assessment on time-varying thermal loading of engineering structures based on a new solar radiation model, Mathematical Problems in Engineering, Vol.2014, Article ID 639867, 1-15
Application of Hilbert-Huang transform in structural health monitoring: a state-of-the-art review, Mathematical Problems in Engineering, Vol.2014, Article ID 317954, 1-23
Control of seismic response of a building frame by using hybrid system with magnetorheological dampers and isolators, Advances in Structural Engineering, 17(8): 1199-1215

Shaking Table Test on Seismic Pounding Response of Reinforced Concrete Bridge Xiaoyu Yan1,a, Lihui Wang2,b and Xiuli Du1,c 1School of Civil Engineering, Tianjin University, Tianjin 300072 China 2Beijing Building Construction Research Institute co.
[2] Earthquake Engineering Research Institute (EERI). (1995a).
[3] Earthquake Engineering Research Institute (EERI)(1995b).
(in Chinese) [6] Han Q, Du XL, Liu JB, et al: Earthquake Engineering and Engineering Vibration, Vol.8 (2009), p. 263-273
[7] Li Zhongxian and Yue Fuqing: Earthquake Engineering and Engineering Vibration Vol.25(2005),p.91-97.

Introduction With the rapid development of underground engineering construction in China, the engineering geological conditions encountered complexity problems facing the increasingly challenging [1~3].
FLAC3D is a three-dimensional explicit finite-difference program for engineering mechanics computation.
Chinese Journal of Rock Mechanics and Engineering, Vol.26 (2007), P. 404-409
Chinese Journal of Geotechnical Engineering, Vol.22 (2000), P. 696-700
China Civil Engineering Journal, Vol.43 (2010), P. 111-116

Reliability of Existing Concrete Structures Determined with Physical Models - Carbonation Induced Corrosion Ivan Zambon1,a*, Anja Vidović1,b and Alfred Strauss1,c 1Department of Civil Engineering and Natural Hazards, University of Natural Resources and Life Sciences, Peter-Jordan-Straße 82, Vienna, Austria aivan.zambon@boku.ac.at, banja.vidovic@boku.ac.at, calfred.strauss@boku.ac.at Keywords: Concrete Performance, Carbonation, Reliability Abstract.
Based on the analysis of reliability, the carbonation nomogram for engineering use is presented, showing the reliability indices β for the service life of 50 years.
They can be taken from literature, obtained by engineering judgement, or measured, tested, and/or monitored.
The result of analysis led to producing the reliability nomograms for service life of 50 years with acceptable accuracy for engineering use.
On the bases of parameters identification a set of reliabilities is calculated for which the nomograms with acceptable reliability for engineering use are developed.

Evolution characteristics of existing bridge safety based on algebraic topology and image processing JIGUANG HAN1, 2, a, JIANXIN XU3 and ZEMIN XU1 * b 1 Faculty of Civil Engineering, Kunming University of Science and Technology Kunming, PR China 2 Faculty of Engineering and Technology, Yunnan Agricultural University Kunming, PR China 3 Quality Development Institute, Kunming University of Science and Technology Kunming, PR China ahanjiguang123@sina.com, *b abc5100@188．com Keywords: bridges safety; characteristic; image analysis; homology.
Analysis on Safety of Removing the Closure Segment in a Prestressed Concrete Cable-stayed Bridge: Procedia Engineering Vol. 31 (2012), p. 464-473
Characteristic Dynamic Increment for extreme traffic loading events on short and medium span highway bridges: Engineering.
Study of Time-Dependent Corrosion Influences on the Bridge Deck Resistance: Procedia Engineering Vol. 40 (2012), p. 475-480
Target Recognition of Infrared Bridge Image Based on Morphological Operator: Procedia Engineering Vol. 24 (2011), p. 490-494