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Akimov, On the development of a discrete-continual approach to numerical modeling of the state of the supporting systems of high-rise buildings, Industrial and Civil Construction. 3 (2015) 16 - 20
Klyueva, Some directions of the theory development of buildings and structures constructive systems vitality, Industrial and civil construction. 3 (2015) 4 -11
Latysheva, Stress-strain Diagrams of Concrete Under Repeated Loads with Com-pressive Stresses, Procedure, Engineering. 111 (2015)

Study of Aseismatic Design Method of Frame Infill Wall Structure Based on System Capacity Concept Li Yue 1,a, Hongru Cai1,b, Shichun Zhao1,c 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China ayue19740304@qq.com, b13438916955@139.com, czhaoshichun@swjtu.edu.cn Keywords: system capacity, frame infill wall, displacement, energy, failure mode, damage mode .
[2] Civil and Structural Groups of Tsinghua University, Southwest Jiaotong University and Beijing Jiaotong University: Analysis on Seismic Damage of Buildings in Wenchuan Earthquake[J], Journal of Building Structures (2008),p.1-9, in Chinese

Comparison on Somatotype of X- and Y-shape Flaring Gate Pier Connected with Stepped Spillway Zhang Ting1, a, Wu Chao 2,b, Zheng Qi 3,c 1College of Civil Engineering, Fuzhou University, Fuzhou 350108, China 2State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China 3College of Civil Engineering, Fuzhou University, Fuzhou 350108, China a zhangting0918@126.com, bwuchao_w@163.com, c zhengq8712@163.com Keywords: flaring gate pier, stepped spillway, energy dissipator, RNG k-ε turbulent model.
The dissipating effect has been approved by the engineering practices [1].
There are few engineering practices, which combined the FGP and stepped spillway together to form the united energy dissipator.
The results may provide some reference frame for designing the similar engineering.
G., and et. al.: Journal of Hydraulic Engineering, 2000, (8), p55-59

Research of Random Seismic Response of Large-span Multi-tower Cable-Stayed Bridge Caizhi Sun 1, a, Lei Zhao 1, b 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China asuncaizhi@163.com, b ZLSWJTUZL@163.com Keywords: Random Seismic Response; Large-span Multi-Tower Cable-Stayed Bridge; Constraint Relations; Traveling Wave; Abstract.
But with the improvement of cable-stayed bridge structure design and construction technology, multi-tower cable-stayed bridge are increasingly appeared in civil engineering all around the world, French miro bridge and Jiashao bridge in zhejiang province of China are typical representative of the large-span multi-tower cable-stayed bridge.
ANSYS numerical analysis of engineering strctures[M].Beijing, China Communication Press, 2007(In Chinese) [6] Lifeng Li, Benyong Liu, Chenxi Zhang, etc.
Beijing: journal of earthquake engineering and engineering vibration, 2013,33(1),146-152(In Chinese) [7] Yingming Li, Liping LIU.
Analysis and Improvement of Power Random Spectra of Strong Ground Motions for Engineering Purpose [J].Engineering Mechanics, 2008, 25(3):43-57(In Chinese) [8] Fangwen Wu, Chengfeng Xu, Lei Zhao.

The influnce of velocity for a moving load on the vibration isolation using pile group XU Mang-qing1, a, XU Bin1,b 1 Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jianxi, 330029, China aemail: yizhq1008@163.com, bemail: xmq418@163.com Keywords: Fredholm integral equation; piles rows; passive isolation vibration; moving loads.
Introduction Vibration induced by railway traffic is a major concern for civil engineers as it can cause annoyance to residents or even damage to adjacent structures.
Journal of Engineering Mechanics, (ASCE) 1985; 111: 279–82
Journal of Engineering Mechanics, (ASCE) 1988; 114:1854–70
Soil Dynamics and Earthquake Engineering, 1999; 18:1–10

Investigation researches on urban underground structure durability status and it’s invading circumstance Chen Xiaobin1 Tang Mengxiong2 Hu Hesong2 Guangzhou Institute of Building Science, Guangzhou, 510440, China Department of Civil Engineering, Central South University, China Keywords: Urban underground structure; chloride invading; critical chloride threshold; durability of structure; micro structure analysis Abstract.
Engineering practice at home and abroad shows that the loss caused by that the life of concrete structure is large[3].
Engineering investigation results show that the problem of urban underground structure durability is obvious.
Through the engineering investigation and the field test, the underground structure durability is evaluated.
Civil defense of No.9 project in Guangzhou is tunnel-type which was built in the 1960s,it has the history of 41 years.

Numerical Simulation of Mean Wind Pressure on the roof of Yantai Gymnasium Xi Meng 1, a, Ri Gao1, b and Haijun Zhang2, c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 China Jingye Engineering Corporation Limited, Beijing 100088, China amengxi0407@yahoo.com.cn, b rigao@bjtu.edu.cn, czhanghaijun_mcc@163.com Keywords: wind load; large-span roof; numerical simulation; mean wind pressure coefficient Abstract.
If the grid dividing and turbulence model selection is done properly, results for practical engineering reference can be obtained [2].
It is generally separation flow in the civil engineering[7].
[2] Shaolin Lv, Shuifu Chen, Jianhong Li, in: Engineering Mechanics. 2007, 24(2): 115-119.
[7] Zebang Liao, Bencai Huang, Gao Lin, in: Joumal of Zhengzhou University (Engineering Science). 2008, 29 (4), 91-95.

Investigation on Thermal Stability of Geopolymer Based Zeolite in Fire Case Study Kanokwan Kanyalert1, Prinya Chindaprasirt2 and Duangkanok Tanangteerapong1,2,a 1Department of Chemical Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 2Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand aEmail: duangkanok@kku.ac.th Keywords: Geopolymer, High temperature, Thermal stability, Zeolite, Fire case Abstract.
Acknowledgements This work was financially supported by Sustainable Infrastructure Research and development Center (SIRDC) and Farm Engineering and Automation Technology Research Group (FEAT), Khon Kaen University, Thailand.
The effect of heat on bond strength between concrete and reinforcing steel, Engineering ,Department of Civil Engineering, Faculty of Engineering, KasetsartUniversity, [4] H.

Civil Engineering, National Chiao-Tung University 1001 Ta-Hsueh Road, Hsinchu, 30050 Taiwan aypwang@mail.nctu.edu.tw, b vincecarter.cv95@nctu.edu.tw l, c kevin1234.cv99g@nctu.edu.tw Keywords: Stochastic Subspace Identification, Output-Only, Damage Locating Vectors, Flexibility, Singular Value Decomposition Abstract.
In recent years, structural health monitoring (SHM) has become a very active field of research in civil engineering.
,“Load Vectors for Damage Localization“, Journal of Engineering Mechanics, ASCE, 128 (1), pp.7-14 (2002)
Journal of Engineering Mechanics, ASCE, (133) pp. 1043-1049, (2007)
Journal of Engineering Mechanics, ASCE, 132 (6), pp. 651-658 (2006).

Field testing on natural frequencies of a cable-stayed footbridge based on ambient excitation Hao Liu1,a, Yutian Huang1,b Jian Hu1,c Xin Wang1,d and Wei Fan1,e 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China am13125132596@163.com, b781576454@qq.com, c690200303@qq.com, d 951733736@qq.com, e1391941563 @qq.com Keywords: Natural frequency, footbridge, acceleration response, field testing.
The equation of motion of a civil engineering structure can be expressed as: (1) where M, C, and K denote the structural mass, damping, and stiffness matrices, respectively; ,,and denote the displacement, velocity, and acceleration responses respected to ground respectively; f(t) is the externally applied force vector.
The Structural Engineer, 2001, 79(22): 17-33
Journal of Bridge Engineering, ASCE, 2005, 9(2): 107-112
Case studies of structures with man-induced vibrations, Journal of Structural Engineering, ASCE, 1992, 118(3), 631-647