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Modeling the Impact of Territorial Investments on Land Development Martin Ferko1, a, Jan Ceselsky2,b, Zbynek Proske3,c, Barbara Vojvodikova4,d Jiri Kucera5,e 1,2,3,4,5 VSB-Technical University of Ostrava, Faculty of Civil Engineering, Ostrava, Czech Republic amartin.ferko@vsb.cz, bjan.ceselsky@vsb.cz, czbynek.proske@vsb.cz, dbarbara.vojvodikova@vsb.cz, ejiri.kucera@vsb.cz Keywords: land development, modeling, investments, public infrastructure.
The model is developed in Department of Municipal Engineering, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Czech Republic.

Decision Making on Glass Selection in Building Facade Qiang Du1,a, Jian Yang2,b, Tianhua Zhou1,c 1 School of Civil Engineering, Chang’an University, Xi’an 710061, China 2 School of Civil Engineering, University of Birmingham, Birmingham, B15 2TT, UK aQ.Du2000@gmail.com, b j.yang.3@bham.ac.uk, czhouth@chd.edu.cn Key words: Decision making, Glass selection, Building facade Abstract.
There is also great pressure to apply value engineering when using glass [3].

Experimental Study on the Loaded Property of Waste Fiber Recycled Concrete Beam-column Joints Jinghai Zhou1,a, Yuncong Shu2,b and Shujun Bai3,c 1Energy Conservation Institute, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 3School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China a 476088880@qq.com, b 447600765@qq.com, c 793154655@qq.com Keywords：Waste Fiber, Recycled Concrete，Monotonic Loading, Bearing capacity of the core area Abstract.Considering the actual factors such as axial compression ratio, constraint conditions and so on, We design 10 beam-column joints of different parameters under the condition of the same reinforcement ratio and use the monotonic loading type to study the influences of dosage of recycled aggregates and waste fibers, waste fiber length on beam-column joints on the ultimate bearing capacity of the core area
This test regeneration of waste fiber Reinforced Concrete[2] beams node study provides a theoretical basis for the waste fiber concrete in the actual engineering.

Research of the Vibration Signal for the Bridge Structure Base on Stochastic Minus Method Yanhui Zhang1,a , Zenghua Lin1,b and Jianqiang Li1,c 1School of Civil, University of Science and Technology LiaoNing, China aTy-zhangyanhui-1@163.com bLzh1981@163.com cLijq992@163.com Keywords: Bridge Structure; Vibration Signal; Seismic Excitation ; Stochastic Minus Method.
This method has a very good value in the field of civil engineering.
And this method dose not need vibration equipment, not block the normal use of the bridge, and not cause any damage to the bridge structure. 3) Stochastic Minus method is robust to noise, and has important practical engineering applications.
Journal of Structural Engineering，ASCE，1991,117(11)：3396-3416

Analysis of Performance of Suspended Pre-stressed Steel Shells with Large Span in Fire Xintang Wang1,a, Jie Yin1,b, Ming Zhou2,c and Zhiguo Xied 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055 awxt196322@126.com, b494022662@163.com, czhouming1426@163.com dwangxintang@nbu.edu.cn Keywords: Pre-stressed steel structure, Fire behavior, Large span, Performance Abstract.
References [1] Yong-jiu Shi, Yin Bai and Yuan-qing Wang: Chemical Building Material Vol. 4(2005), p.54 (In Chinese) [2] Yin Bai, Yong-jiu Shi and Yuan-qing Wang: China Safety Science Journal Vol. 16(1) (2006), p.34 (In Chinese) [3] Yao-zhuang Li, Guo-peng Zhu and Yu-xing Kuang: Journal of Disaster Prevention and Mitigation Engineering Vol. 28(4) (2008), p.492 (In Chinese) [4] Shi-lin Dong, in: Advance in Research and Application of Steel Construction, edited by China Architecture & Building Press, Peking (2009) (In Chinese) [5] Guo-qiang Li, Lin-hai Han and Guo-biao Lou, in: Fire Resistant Design of Steel and Steel-Concrete Composite Structures, edited by China Architecture & Building Press, Peking (2006) (In Chinese)

Selection of Groundwater Control Scheme for Deep Excavation in Alluvial Soil along the Yellow River Hua Yuan1, a, Zhiliang Zhao2, b, Yunhua Li1, c 1School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2School of Economics, Henan University, Kaifeng, Henan, 475004, China ayuanhuazzl@163.com, bzzl6108089@163.com, calpha0948@126.com Keywords: Deep excavation, Groundwater control, Alluvial soil, Waterproof curtain, Soil cement mixing pile.
Description of a Deep Excavation Project The West Lake civil defense engineering of Longting district, Kaifeng is adjacent to the famous scenic tourist area, and the surroundings are thick with water system in Kaifeng.
The control scheme of groundwater is an important part of foundation pit engineering design.
III Engineering Dewatering The methods of engineering dewatering are mainly divided into the open ditch open drainage, well-point pumping, tube well dewatering, radial well pumping and so on.
[3] Davis G.M., Horswill P.: Engineering Geology.

Dom Bosco - Campos dos Goytacazes, 28030-130, RJ, Brazil 2 UENF - State University of the Northern Rio de Janeiro, LECIV – Civil Engineering Laboratory; Av.
Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil 3Department of Materials Science, Military Institute of Engineering - IME, Praça General Tibúrcio, 80, Praia Vermelha, Urca, RJ, CEP 22290-270, Urca, Rio de Janeiro, RJ, Brazil.
The modern concepts of civil construction for building with a maximum of 5 stores rely on structural blocks to support part of the load.

Optimization of the Impact of Dune Sand, Recycled Rubber Aggregates, and Clay Brick Waste on Eco-Mortar Mechanical Strength by the Taguchi Method KAAB Mohamed Zohaïr1,a*, ATHAMNIA Brahim2,b, DJEDID Tarek3,c and KHELAIFA Hamad1,d 1Hydraulic and Civil Engineering Department, University of El Oued, BP 789, El Oued 39000, Algeria 2Civil Engineering Department, University of Tebessa, Route de Constantine, Tebessa 12002, Algeria 3Laboratory LEVRES, Hydraulic and Civil Engineering Department, University of El Oued, BP 789, El Oued 39000, Algeria a*kaab-mohamed-zohair@univ-eloued.dz, bbrahim.athamnia@univ-tebessa.dz, c tarek-djedid@univ-eloued.dz, dkhelaifahamad@gmail.com *Corresponding author Keywords: Dune sand, Rubber aggregates, Clay brick waste, Eco-mortar, Mechanical strength, Taguchi method.
It was developed by Japanese engineer and statistician Genichi Taguchi.
Abdelkader, The Effect Of Recycled Rubber Aggregates And Dune Sand Of El-Oued Region On The Compressive Strength Of Cementitious Mortar: Optimization Using Taguchi Method, Stavební obzor-Civil Engineering Journal. 32 (2023) 203-214
Krobba, Theoretical and Experimental Flexural Behavior of Steel Bars-Reinforced Concrete Beams Strengthened with Cementitious Mortars Based on Dune Sands, International Journal of Civil Engineering. 19 (2021) 623-634
Krobba, Sulfate Resistance of Cementitious Mortar Based on Dune and Alluvial Sands in Hot Region, Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45 (2021) 697-706

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [2] V.
Bulletin of Civil Engineers. 5 (40) (2013), pp. 26-31 [6] E.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 37-44 [13] J.
Journal of Applied Engineering Science, Vol. 12 (2) (2014), pp 122-129

The South-to-North Water Diversion Bridge, a 70 m+120 m+70 m continuous prestressed concrete composite box-girder bridge with corrugated steel webs, as shown in Fig. 1, was taken as the engineering background.
Proceedings of the Institution of Civil Engineers, Structures and Buildings, (1999), 134(1), p. 77-85
Journal of traffic and transportation engineering, (2002), 2(4), p. 17-20.
Journal of Structural Engineering, (1997), 123 (6), p. 783-791
Proceedings of Institute of Civil Engineering Structures and Bridges, (1997), 123 (5), p. 157-164