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China 2 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, P.R.
China 3 Architecture and Civil Engineering Institute, Guangdong University of Petro-chemical Technology, Maoming 525000, P.R.
The actual civil engineering structure is a complex mechanical model, impacted by multiple factors such as structure, material, and external environment etc, so there must be a high degree of nonlinearity in the actual operation of the process.
Xia: Data & Knowledge Engineering. 70(1)(2011),p. 62
Yin: Engineering Structures.

Study of Equivalent Static Wind Loads on a High-rise Building with 204 Meters High Qinhua Wang, Binqing Shi and Pingsheng Xu Department of Civil engineering, Shantou University, Shantou 515063, China qinhuawang@stu.edu.cn, bqshi@stu.edu.cn, psxu@stu.edu.cn Keywords: Wind tunnel test, Equivalent Static Wind Loads, Wind-induced response, High-rise Building Abstract.
Equivalent static wind loads (ESWL) are the bridge between engineer in the structure design field and researcher in wind engineering field.
Introduction Fluctuating wind loads on structures are seen as a stochastic process, so wind-induced responses are calculated by stochastic vibration theory, which is a bit difficult for engineer in design field, but easer for researcher in wind engineering field.
Zhou, Journal of Wind Engineering and Industrial Aerodynamics, 2003. 91(12-15): p. 1301-1328. 3.
Chen, X. and A. kareem, Journal of Structural Engineering, 2001. 127(12): p. 1467-1475. 7.

Bin Yang, School of Civil Engineering, Guanxi University Dr.
Hongwei Zhu, School of Mechanical Engineering, Tsinghua University Dr.
Jida Chen, School of Chemistry and Chemical Engineering, Chongqing University Dr.
Xiang Zhou, College of Physics and Engineering, Zhongshang University Prof.
Cunxiang Xu, School of Electronics and Engineering, Southeast University Prof.

It provides an credible parameter for engineering blasting designer.
Introduction In nearly all project fields such as mining; civil engineering; mechanism and so on, large numbers of uncertain factors are existing which are restrained by science development level.
During the course of rebuild of civil dwelling house and industry park, there are usually some chimneys need be demolished by controlled blasting.
This is consistent with engineering knowledge.
It is contrary to project perception and engineering practice.

Experimental Study on Shear Behavior of Hybrid Fiber Reinforced High Performance Concrete Deep Beams Shengbing LIU 1, a, Lihua XU 2, b 1School of Environment and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073,China 2School of Civil Engineering, Wuhan University, Wuhan 430072, China aajie2046@sina.com, bXulihua-d@126.com Keywords: Hybrid Fiber; High Performance Concrete (HPC); Deep Beam; Orthogonal Experiment; Shear Behavior.
Introduction Nowadays, reinforced concrete deep beams are more and more widely used in civil engineering with its features such as high stiffness, reasonability of mechanical characteristics and tremendous bearing capacity etc.
Six types of steel fiber came from Wuhan new way engineering fiber manufacture Ltd.
Ding: High Performance Concrete and its Applications in Engineering (China Machine Press, Beijing 2007) (In Chinese)
Sharp: The structural Engineer Vol. 50(1972) p.311

A Method for Deformation Analysis of Bar-Reinforced Concrete Filled Steel Tubular Columns under Axial Compression Jinsheng Han a, Shuping Cong b School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, P.
Sheikh: Engineering Structures Vol.26 (2004), p.1535 [4] G.
Teng: Engineering Structures Vol. 31(2009), p.308 [6] E.
Setunge: Journal of Materials in Civil Engineering Vol. 13(2001), p.209 [9] A.
Setunge: Journal of Materials in Civil Engineering Vol.16 (2004), p.297 [11] C.

The Influence of Microstructural Defects on the Stress State of S235JR Steel under Plastic Deformation KOSSAKOWSKI Pawel Grzegorz1, a 1Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al.
Thus, this model may be very useful in analyses of structural integrity and safety of mechanical and engineering structures.
Engineering Fracture Mechanics, 71 (2004) 2365–2383
Kossakowski, An analysis of the load-carrying capacity of elements subjected to complex stress states with a focus on the microstructural failure, Archives of Civil and Mechanical Engineering, 10 (2010) 15–39
Kossakowski, Microstructural failure criteria for S235JR steel subjected to spatial stress states, Archives of Civil and Mechanical Engineering, 15 (2015) 195–205

Performance of Reinforced Concrete Beams with Multiple Openings Hayder Abdul Wahid Khalaf1,a* and Amer Farouk Izzet1,b Department of civil engineering, University of Baghdad, Iraq ah.khalaf1001@coeng.uobaghdad.edu.iq, bamer.f@coeng.uobaghdad.edu.iq Keywords: Openings, cross-section, lower chord, upper chord, post.
Introduction Reinforced concrete beams with multiple openings, new directions in civil engineering.
Lee, Collapse loads of r/c beams with large opening, Journal structure engineering, 110(11) 1984 2602-2618
Lee, Tests on RC continuous beams with opening, Journal Structural Engineering, 117(6) 1991 1593-1606
El-Kashif, Computational model of ultimate capacity and behavior of reinforced concrete beams with multiple openings, Al-Azhar University Civil Engineering Research Magazine, 2018 249-267

The control of concrete cracking is a complicated and difficult problem for civil engineering.
Introduction Concrete crack control has long been a complicated and difficult subject in both engineering and academic circles.
To solve this difficult problem, engineering technologists and researchers of many institutions have carried on long-term and large amount research and exploration work on construction technology, concrete admixtures, concrete mixture ratio, raw materials for concrete and many other aspects and made many achievements and gained valuable experience].
The adiabatic risen temperature inside the concrete caused by concrete hydration heat is Eq. 1 [3-6]: (1) In the formula: -- The highest adiabatic risen temperature (℃) Q-- hydration heat （KJ/kg） -- density of concrete （Kg/m3） C-- specific heat of concrete (KJ/(kg. ℃)) Thus, the adiabatic temperature produced by the concrete can rise highly, and when the environment temperature change is great and subway station wallboards of large volume adopts temperature control measures rather than computing according to thermal engineering, the difference between inside and outside temperature of concrete will rise and be more than 25 ℃, which will generate considerable temperature stresses (cause cold shrinkage) leading to the crack.

Modeling Pedestrian Behavior in Rail Transit Terminal Zanariah Abd Rahman1,a ,Masria Mustafa2,b ,Yasmin Ashaari3,c and Ahmad Farhan Mohd Sadullah4,d 1Post Graduate Student, Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, MALAYSIA 2,3Lecturer, Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, MALAYSIA 4Lecturer, School of Civil Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, MALAYSIA azanariah@salam.uitm.edu.my, bmasria@salam.uitm.edu.my, cyasmin8766@salam.uitm.edu.my, dcefrhn@eng.usm.my Keywords: Pedestrians Flow, Route Choice, Social Force Model, Rail Transit, Microscopic Simulation.
This can be a reference point for the traffic engineer to design walking infrastructures for many other public transit areas in Malaysia.
With the use of pedestrian simulation technology, the problems that related with pedestrian comfort and safety can be identified and discussed by engineers or other concerned party and solution of the problem can be determined.
IEE Electronic and Communications Engineering Journal.
Journal Transportation Engineering. 126: 343-349.