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Introduction Active, semi-active and hybrid control of civil engineering structures have been investigated theoretically and experimentally, and different control systems have been installed in buildings, bridges and other structures [1].
Journal of Engineering Mechanics-ASCE, 1988. 114(2): 241-256
Journal of Engineering Mechanics-ASCE. 1987, 113(11):1709-1719
Journal of Engineering Mechanics-ASCE, 2002. 128(6): 602-612
Journal of Structural Engineering-ASCE, 1996, 122(2): 179-186.

Experimental study on strengthening with bonded steel angles for reinforced concrete columns after fire Guofeng Wang1, a, Kai Yu 2, b, Junhua Li3, c and Dongliang Qiu4, d 1,2,3,4 College of Civil Engineering and Environment, Ningbo University, Ningbo 315211, China anbdxjggc@126.com, bzjajyukai@yahoo.com.cn, clijunhua@nbu.edu.cn, dqiudongliang22@163.com Keywords: bonded steel angles, strengthening, reinforced concrete, columns, fire Abstract.
[3] Lu Yiyan, Chen Shaoxiong, Zhao Guofan, An experimental study on the seismic behavior of reinforced concrete column strengthened with bonded steel hoops and carbon fiber reinforced polymer sheet, China Civil Engineer Journal, 38 (2005) 10-17 (in Chinese)
[6] Chai Y H, Priestley M J N, Seible F, Analytical mode for steel jacketed RC circular bridge columns, Journal of Structural Engineering, 120 (1994) 2358-2376
Journal o f Structural Engineering, 129 (2003) 725-732
[9] Liu Lixian, Shi Xudong, Guo Zhenhai, Experimental investigation of strengthened reinforced concrete columns after exposure to high temperature, Engineering Mechanics, 20(2003)18-23 (in Chinese)

Li1,2, 3,b 1College of Civil Engineering, Hunan University, Changsha, Hunan, P.R.China 2Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, College of Civil Engineering, Hunan University, Changsha, Hunan, P.R.China 3Department of Civil and Architectural Engineering, City University of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong azml@hnu.edu.cn (corresponding author), bbcqsli@cityu.edu.hk Keywords: roof structure, wind load, wind tunnel test, pressure coefficient, shape coefficient Abstract.
Proceedings of the fifth International Conference on Wind Engineering.
Journal of Wind Engineering and Industrial Aerodynamics.23(2001):725-735
Journal of Wind Engineering and Industrial Aerodynamics.24(2002):207-217
Transactions of the Institution of Engineers, Australia, Civil engineering. 38(1996):83-88

The Impact of Fly Ash and Sea Sand on Strength and Durability of Concrete Dahlia Patah1,a, Amry Dasar1,b*, Fakhruddin2,c, Balqis Shintarahayu3,d, Apriansyah1,e 1Department of Civil Engineering, Faculty of Engineering, Universitas Sulawesi Barat, Jalan Prof. 
Baharuddin Lopa, SH, Majene, West Sulawesi 91412, Indonesia 2Department of Civil Engineering, Faculty of Engineering, Universitas Hasanuddin, Jalan Poros Malino Km 6 Gowa, South Sulawesi 92171, Indonesia 3Department of Marine Engineering, Faculty of Engineering, Universitas Hasanuddin, Jalan Poros Malino Km 6 Gowa, South Sulawesi 92171, Indonesia adahliapatah@unsulbar.ac.id, bamry.dasar@unsulbar.ac.id, cfakhruddin@unhas.ac.id, dbalqis@unhas.ac.id, eapriansyah@unsulbar.ac.id Keywords: Fly ash, Sea sand, Concrete Strength, Corrosion.
Dasar, "The Impact of using Rice Husks Ash, Seawater and Sea Sand on Corrosion of Reinforcing Bars in Concrete," Journal of the Civil Engineering Forum, pp. 251-262, September, 2023
Sarker, "Effect of Fly Ash on the Durability Properties of High Strength Concrete," Procedia Engineering, vol. 14, p. 2011, 1149–1156
Dasar, "Pasir dan Kerikil Sungai Mappili sebagai material Lokal untuk Campuran Beton di Sulawesi Barat," BANDAR: JOURNAL OF CIVIL ENGINEERING, vol. 3, no. 2, pp. 9-14, 2021

., Sahak Bldg 5F. 19, Neaja-Dong, chonno-gu, Seoul, Korea 2 Dept. of civil Engineering, Joong-bu University, Gumsan-Gun, Chungnam, Korea 3 Dept. of civil Engineering, Kyung-hee University, Seoul, Korea Keywords: High-tension blot, Connection plate, Sliding, Contact, Elasto-plasticity, Axial force, Prestress loss Abstract.
Thesis, Department of civil Engineering, Chungnam National University, Deajeon, Korea.

Direct Displacement Based Seismic Design of High Rise Structures with Strengthened Stories(II)—— Application Kejia Yanga, Linzhu Sunb, Lianmeng Chenc Architecture and Civil Engineering institute, Wenzhou University, Wenzhou, China a yangkejia@tom.com, blinzhusujn@163.com, cwzchenlm@sina.com Key words: strengthened story; high rise structure; direct displacement based seismic design Abstract:Based on mechanical characteristics of high rise structures with strengthened stories, the author performed direct displacement based seismic design on a high rise structure with 2 strengthened stories according to the direct displacement based seismic design principle.
Journal of Harbin University of Civil Engineering and Architecture, 2002(2):p12~19, (in Chinese); [3] Cheng Shaoge, Liu Jingwei.
China Civil Engineering Journal, 2005(09):53~61, (in Chinese).

Enhancing the Built Environment by Green Roofs Jinsheng Du1,a, P L Ng2,b , Jiajian Chen3,c and Wilson W S Fung4,d 1School of Civil Engineering, Beijing Jiao Tong University, Beijing, 100044, China 2Dragages Hong Kong Ltd., Hong Kong, China 3Department of Civil Engineering, The University of Hong Kong, Hong Kong, China 4Sun Hung Kai Properties Ltd., Hong Kong, China ajshdu@bjtu.edu.cn, birdngpl@gmail.com, cchenjiajian@hku.hk, dwilsonfung23@msn.com Keywords: Buildings, Built environment, Green roof.
In 2007, the Institution of Civil Engineers (ICE) Hong Kong Association organized a survey trip to Japan.

Capacity of Intersection with and without Connection Lane on the Left of Running Lane Vladislav KRIVDA1, a * and Ivana MAHDALOVA2,b 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic 2VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic avladislav.krivda@vsb.cz, bivana.mahdalova@vsb.cz *the corresponding author Keywords: Connection Lane on the Left of Running Lane, Road Transport, Capacity, Capacity Reserve, Intersection, Non-Control Intersection Abstract.
Ostrava: VŠB-TU Ostrava, Faculty of Civil Engineering. 2013

Low-Cost Tower Root Fatigue Load Estimation for Structural Health Monitoring of Grouted Connections in Offshore Wind Turbines Nevena Periˇsi´c1,a and Poul Henning Kirkegaard1,b 1 Aalborg University, Department of Civil Engineering, Sohngaardsholsvej 57, Aalborg, 9000, Denmark a np@civil.aau.dk, bphk@civil.aau.dk Keywords: Grouted connection problem, tower bending moment, load estimation, Kalman filter.
Some of the recent works addressing monitoring of the grouted connections were presented during European Workshop in Structural Health Monitoring [5], [6]. [6] discusses an application of the standard monitoring systems on offshore WTs and advantages, disadvantages and challenges from the point of view of engineers specialized in monitoring systems.
LACflex was developed by the consulting company LAC engineering and is an improved version of the well known simulation software FLEX5, developed by the Danish Technical University (DTU).

Possibilities of Using Concrete and Brick Recyclate as a Substitute for Natural Aggregates Rudolf Hela1,a, Křížová Klára2,b* 1,2Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 620 00 Brno, Czech Republic ahela.r@fce.vutbr.cz, bkrizova.k@fce.vutbr.cz Keywords: Concrete; Brick; Recycled aggregate; Mechanical properties; Environmental influence Abstract.
Prague : Faculty of Civil Engineering CTU in Prague, 2008.
Brno University of Technology, Faculty of Civil Engineering, 2021, Bachelor thesis