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Urban Congestion Pricing: Practices and Future Development Zhiyuan LIU 1, Tingsong WANG 2, Xiaobo QU 3, Yadan YAN 4 1 Institute of Transport Studies, Department of Civil Engineering, Monash University, 3800 Victoria, Australia.
Email: emswangts@whu.edu.cn 3 Griffith School of Engineering, Griffith University, Gold Coast QLD 4222, Australia. 4 School of Civil Engineering, Zhengzhou University, Zhengzhou, China 450001.
Calibration of platoon dispersion parameter considering the impact of number of lanes, Journal of Transportation Engineering, 139(2), 200–207
Journal of Transportation Engineering, DOI: 10.1061/ (ASCE)TE.1943-5436.0000536 [11] Liu, Z., Yan, Y., Qu, X., and Zhang, Y. (2013).

Key Engineering Materials. 952 (2023) 121-129
Engineering Structures, 198 (2019) 109542
Series: Material Science and Engineering. 1164 (2021) 012051
Engineering structures, 89, 66-78
Scientific Bulletin: Civil Protection and Fire Safety, 2 (14) (2022) 80-86

Experimental Investigation of Cold-formed Steel Tubes Subjected to Web Crippling Huailin Peng, Feng Zhoua, Lewei Tong Department of Building Engineering, College of Civil Engineering, Tongji University ,1239 Siping Road, Shanghai 200092, China azhoufeng@tongji.edu.cn (Corresponding author: Feng Zhou) Keywords: Cold-formed steel; Experimentation; Square and rectangular hollow sections; Web crippling.
Gladding, Post-buckling Behavior of Beam Webs in Flexure, Journal of the Structural Divison, Proceedings of the American Society of Civil Engineers. 104 (1978) 1109-1121
Hancock, Square and Rectangular Hollow Sections Subjected to Combined Actions, Journal of Structural Engineering, ASCE. 118 (1992) 648-668
Journal of Structural Engineering, ASCE. 121 (1995) 1323-1329.

With the modern development of technologies that are offered by engineers and designers, the possibilities of construction equipment, new building materials, the question of the architectural image has come to the fore again, in terms what the building will look like, and not how to build it.
Spacial openings can be used to accommodate engineering equipment operating on renewable energy sources.
Grigoryan, High-rise, unique buildings and structures, Rostov State University of Civil Engineering, Rostov-on-Don, 2014 [3] V.I.
Poliakova, Features of designing high-rise, unique buildings and structures, Rostov State University of Civil Engineering, Rostov-on-Don, 2015 [4] Information on: http://www.skyscrapercenter.com/building/kingdom-centre/494 [5] Information on: http://www.skyscrapercenter.com/building/shanghai-world-financial-center/131 [6] "Izengard" energy, High-rise Buildings. 1(2012) pp. 29-33
Shumeyko, Transformation in the architecture of unique public buildings, The Don Engineering Herald (Rus). 43(4) (2016).

Sustainable Reduction of Soil Permeability through Microbial Bio-Clogging Viroon Kamchoom1,a*, Sumetha Chaisarn1,b, Thiti Khattiwong1,c and Laemthong Laokhongthavorn1,d 1Department of Civil Engineering, School of Engineering, King Mongkut's Institute of Technology Ladkrabang, Ladkrabang, Bangkok, 10520, Thailand a*viroon.ka@kmitl.ac.th, b65016175@kmitl.ac.th, cthiti.kh@kmitl.ac.th, dlaemthong.la@kmitl.ac.th Keywords: Bio-clogging; Extracellular polymeric substances (EPS); Microbial ground improvement; Permeability reduction.
Journal of Rock Mechanics and Geotechnical Engineering, 12(1):180-7
Journal of Rock Mechanics and Geotechnical Engineering, 13(2), 401-409
K. (2024).Journal of Rock Mechanics and Geotechnical Engineering.
Journal of Rock Mechanics and Geotechnical Engineering, 16, 268e278

Chau 1,c and Zongjin Li1,d 1 Department of Civil Engineering, Hong Kong University of Science and Technology, China 2 Department of Materials Science and Engineering, Southeast University in Nanjing, China a qiaofei@ust.hk, bmichaelwlin@hotmail.com, cgarrison@ust.hk, dzongjin@ust.hk Keywords: cement, magnesia, magnesium phosphate cement, reactivity, repair Abstract.
How to retard and control the setting time of MPC becomes a challenging topic in both scientific and engineering fields.
Finally, the suitable ranges of the different constitutes of MPC based repair materials with satisfied workability and strength development were proposed for the practical engineering applications.

Research on Simulation Model of Nonstationary Stochastic Processes in Natural Disasters Canyang HU 1,a, Qingjun Chen 2,b, Qingyang XU 1,c 1Nanjin Audit University, Jiangsu Key Laboratory of Public Project Audit ,Nanjing,210029,China 2Tongji University, State Key laboratory for Disaster Reduction in Civil Engineering, Shanghai, 200092,China ahcyang0607@yahoo.cn, bchenqj@mail.tongji.edu.cn, c05098414@163.com Keywords: Orthogonal Hilbert-Huang transform.
Under such circumstances, assumptions and approximation based on engineering judgments are necessary.
National Conference on Earthquake Engineering,1990,1,p505
[6] Zhu Yu, Feng Qiming: Earthquake Engineering and Engineering Vibration, Vol.13(1993),p30(in Chinese)
[8] Jin Xing, Liao Zhenpeng:Earthquake Engineering and Engineering Vibration, Vol.13(1993),p7(in Chinese)

Clifton3,c 1New Zealand Heavy Engineering Research Association (NZ HERA), 17-19 Gladding Place, Manukau, Auckland 2104, New Zealand 2Steel Construction New Zealand (SCNZ), 17-19 Gladding Place, Manukau, Auckland 2104, New Zealand 3Department of Civil and Environmental Engineering, University of Auckland, Room 401.1010, Engineering Building, 20 Symonds Street, Auckland, New Zealand anandor.mago@hera.org.nz, bKevin.Cowie@scnz.org mail, cc.clifton@auckland.ac.nz Keywords: eccentrically braced frames (EBF), cyclic loading, steel, finite element analysis (FEA), removable link Abstract.
The development of this was undertaken by New Zealand Heavy Engineer Research Association (HERA) and Steel Construction New Zealand (SCNZ), with input from the University of Auckland.
Figure 1 FE model of the 1-storey EBF with removable link showing sections of interest to design engineers.
In engineering terms a softer Young’s modulus means that less force is transferred through the slab than through the steel members, which is illustrated in Fig. 5.
[6] Quality Management in Engineering Simulation – A Primer for NAFEMS QSS, NAFEMS (https://www.nafems.org) 2008.

Zvigumbu 2,b 1Department of Mechanical Engineering, University of Zimbabwe, P.
Zimbabwe. 2Department of Mechanical Engineering, University of Zimbabwe a E-mail: cmbohwa@eng.uz.ac.zw, bE-mail: bzvigumbu@yahoo.com Keywords: Bio-power, waste-to-energy systems, material reuse Abstract: Estimates of weight of general refuse generated in this country's major cities vary, but in Harare it is estimated at above 823 000 tonnes, which is mostly land-filled.
Table 6 Waste management account Harare Expendit ure 2004 Actual ($) x 103 2004 Est. ($)x 103 Varianc e ($)x 103 General Salaries Administ ration Others Maintena nce 3 466 762 3 545 981 8 541 969 1 638 335 90 582 2 080 637 2 158 406 273 029 1 691 314 140 428 -1 386 124 -1 392 574 -8 268 940 52 978 49 978 Gross Total 17 283 631 6 338 816 -10 944 814 Net Total 17 283 631 6 338 816 10 944 814 Income Liquid waste: Solid waste Dump: Waste Owners 45 603 205 770 305 754 6 874 838 11 871 34 376 38 001 877 7 702 542 -11 226 -167 769 304 876 -2 172 296 11 871 Total income 10 443 838 7 775 797 -2 668 040 Key: Est.- Estimate Table 7 Calculation bases for Costing Assessment COST BASIS Categ ory Unit cost Plant site Required Mana ger US$120 00 Civil
US$540 0 Building 200 US$/m2 Work er US$300 0 Spare parts 3% of M & E Item Year Foundatio n 15% of M & E M & E 10 years Installatio n 15% of M & E Buildi ng 30 years Supervisio n 16% of M & E Comm. 5% of M & E Training 5% of M & E Contingen cy 5% of M & E Occupati onal Shift Num ber Remar ks Plant manager Day shift 1 Daytim e Engineers Day shift 2 Daytim e Worker Day shift 4 Daytim e Worker 3 shift 4 groups 16 2 persons per shift Key: M & E- Machinery and Equipment; Comm.- Commissioning; Eng.
The civil engineers handbook, 1995 [14] Luciano Morselli (1999),] LCI Applied to Municipal Solid Waste Incinerator.

Study of Static Wind-induced effects on Residential Complex Xingqian Peng1,a, Changgui Qiao1,b ,Yanhong Chen1,c 1College of Civil Engineering, Huaqiao University, Xiamen, Fujian, 361021,China apxq@hqu.edu.cn, b22918697@qq.com, cyanhongchen20@126.com Keywords: residential district; numerical simulation; wind characteristic; the average wind pressure coefficient; interference factor; distance Abstract: The wind interference characteristic of six buildings in two rows under different spacing (including Sx, Sy ) was Systematically studied by wind-tunnel experiment and numerical simulation.
Wind Tunnel Test The experiment tested in Research Center for wind engineering test STDX-1 wind tunnel laboratory in Hunan University, in which the typical C-type (urban city with intensive buildings) wind fields is simulated.
References [1] Xie Ning Zhuang, Experimental investigations on static interference effects of tall buildings [J], Journal of Civil Engineering, 2004,6 (37): 16 ~ 29 [2] KareemA.
Journal of Wind Engineering And Industrial Aerodynamics.1987,25(3)：365~372
Journal of Engineering Mechanics, 2003.12 (20): 135 ~ 140 [8] Huang Ben-Cai. principle and application of the analysis on structure wind resistance [M].