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American Society Of Civil Engineers(2006)
American Society Of Civil Engineers(2007)
JOURNAL OF EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION.
Journal of Structural Engineering, 2000, 126(8):869-878
Journal of Structural Engineering, 1988,114:1804-1812.

Despite much recent research and some successful applications in recent years, assessing post-earthquake damage that occurs in complex structures such as tall building structures remains as a challenging task for civil engineers.
Proceedings of the First International Conference on Structural Engineering, Kunming, China,1999, p37-56
Structural Engineering and Mechanics Vol.19(2005) No.2, p123-139
Computer-Aided Civil and Infrastructure Engineering, Vol.23 (2000) No.3, p223-236
Engineering Structures.Vol. 29(2007) No.9, p2143-2157.

Building Safety Risks Induced by Settlement and Its Prevention Methods ZHOU Aizhao1, a, WANG Wei 2,b∗ and LI Na2,c 1 School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 212003, China 2 Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China a zhouaizhao@126.com, bwellsking.wang@gmail.com, cleenausx@gmail.com Keywords: building safety; risk prevention methods; differential settlement; calculating theory Abstract.
Safety Risks Induced by Excessive Settlement In engineering project, settlement is closely relevant to building safety.
Settlement monitoring can present reliable information for engineers to improve their design, and for contractor to develop their construction plan.
Dong: China Civil Engineering Journal, Vol. 33(2000), p. 101 [6] J.
Fleming, W K Elson: Pile Engineering (Wiley & Sons, USA1992) [8] C.

Analysis on Mechanical Characteristics of Important Components in Overlong Frame Structure under Overall Cooling Temperature Chiyun Zhao1, a *, Guanxiong Yu 2,b and Bingyin Zhu3,c 1Beijing Research Center for Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China 2Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China 3China Architecture Design and Research Group, Beijing, 100044, P.R.China azhaocy@bucea.edu.cn, b guanjunyingxiong@163.com, c zhuby@cadg.cn Keywords: overlong frame structure; important components; mechanical characteristics; detailing measures for structure; overall cooling temperature action Abstract.
As the needs of building function and aesthetic aspects, there are many successful overlong jointless cases in the practical engineering.
Table 4 The reinforcement ratio of slabs Overlong ratio ≤50% 100% 150% 200% ≥250% Reinforcement ratio 0.10% 0.15% 0.20% 0.25% 0.30% Acknowledgements This research was supported by Beijing University of Civil Engineering and Architecture, Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials (project designation: 2012-K2-5) References [1] Code for design of concrete structure.
Engineering structure crack control.

The Influence of Compaction Effort in Laterite Soil with the Appearance of Sodium Bentonite as a Soil Liner NOR AZIZAH Che Azmi1,a*, MAZIDAH Mukri2,b, NUR AISYAH Kasim2,c, ASMAWATI Che Hasan1,d and NAZRI Nasir1,e 1Faculty of Civil Engineering, UniversitiTeknologi Mara Johor, Campus of Pasir Gudang, Malaysia 2Faculty of Civil Engineering, UniversitiTeknologi Mara Shah Alam, Selangor, Malaysia aazizah_297@johor.uitm.edu.my, bce_mazidah@yahoo.com, cecha_601@yahoo.com, dasmawati.ch@ johor.uitm.edu.my, e nasgary02@johor.uitm.edu.my Keywords: Laterite soil, Sodium bentonite, Compaction effort, Soil liner Abstract.
Modern landfill is highly engineered containment systems that are located, designed, operated, and monitored to give fulfillment with federal system.
Hence, modification of soils to improve their engineering properties becomes necessary.
The Experiment works were carried out in Geotechnical Laboratory of Faculty of Civil Engineering University Technology MARA (UiTM), where the basic properties tests were performed in accordance with British Standard BS 1377: Part 2: 1990.
Gidigasu, Laterite Soil Engineering: Pedogenesis and Engineering Principles.

Hamelin, Contribution to direct tensile testing of textile reinforced concrete (TRC) composites, Materials Science and Engineering A 528 (2011) 8589-8598
Voss, Investigations on the bearing behaviour and application potential of textile reinforced concrete, Engineering Structures 30 (2008) 2050-2056
Kynclova, Environmentally effective waffle floor structures from fibre concrete, Proceedings of the 8th fib International PhD Symposium in Civil Engineering, Department of Civil Engineering, Technical University of Denmark, Lyngby, 2010
Laiblová, Textile reinforcement for elements from high performance concrete - experimental verification and evaluation, CTU in Prague, Faculty of Civil Engineering, Department of Building Structures, supervisor P.
Šejnoha, Effective thermoelastic properties of polysiloxane matrix based plain weave textile composites, Journal for Multiscale Computational Engineering.

Ko 1,c 1 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Hong Kong, China a ceyqni@polyu.edu.hk, bxg.hua@polyu.edu.hk, ccejmko@polyu.edu.hk Keywords: Bridge, Structural health monitoring, Probabilistic damage identification, Reliability- based assessment, Safety index, Bridge maintenance.
Kim: Recent R&D activities on structural health monitoring for civil infra-structures in Korea, KSCE Journal of Civil Engineering, 7 (2003), 637-651
Ni: Technology developments in structural health monitoring of large-scale bridges, Engineering Structures, 27 (2005), 1715-1725
Gharaibeh: Reliability-based life-cycle management of highway bridges, ASCE Journal of Computing in Civil Engineering, 15 (2001), 27-34
Flaig: The use of reliability analysis to aid bridge management, The Structural Engineer, 83 (2005), 27-31.

LUZ Rivera-Salas1,e 1Facultad de Ingeniería, Universidad Autónoma de Sinaloa, Calzada de las Américas y Boulevard Universitarios s/n, Ciudad Universitaria, Culiacán Sinaloa, México, CP 80040 2Department of Civil Engineering and Engineering Mechanics, University of Arizona, Tucson, Arizona USA, 85721 areyes@uas.edu.mx, beden_bmseg@hotmail.com, chaldar@email.arizona.edu, dalopezb@uas.edu.mx, eluz@uas.edu.mx Keywords: Steel buildings; Ductility reduction factors; Perimeter moment resisting frames; 2D and 3D MDOF systems; Ductility capacity; Nonlinear time history analysis Abstract.
Report No CE-91-03 Department of Civil Engineering, Northeastern University (1991)
Blume Earthquake Engineering Center, Report No. 95, Stanford University (1991)
Ozbay: A new application area of ANN and ANFIS: determination of earthquake load reduction factor of prefabricated industrial buildings, Civil Engineering and Environmental Systems, Volume 27(1), (2010), p.53-69
Haldar: Nonlinear Seismic Analysis of Space Structures with PR connections, International Journal of Microcomputers in Civil Engineering, Volume 10, (1995), p. 27-37

Reliability Evaluation and Study of Static and Dynamic Load Tests of Long Span Continuous Bridge with Variable Section Sui Tan 1, a, Zhiwu Yu 2,b and Huashuai Zhang 3,c 1 National Engineering Laboratory for High Speed Railway Construction ,Department of Civil Engineering, Central South University, China 2 National Engineering Laboratory for High Speed Railway Construction ,Department of Civil Engineering, Central South University, China 3 National Engineering Laboratory for High Speed Railway Construction ,Department of Civil Engineering, Central South University, China a sunnytansui@csu.edu.cn, bzhwyu@mail.csu.edu.cn, c zhanghuashuai222@163.com Keywords: Variable continuous beam bridge, Static-dynamic property, Test research, Simulation analysis, Reliability evaluation.
Journal of Structural Engineering, ASCE, vol.127(2001) No.4,p.406
Journal of Bridge Engineering, American Society of Civil Engineers, vol.6(2001) No.1,p.46
Journal of the Structural Division,American Society of Civil Engineers, vol.97(1971) No.10,p.2567
Journal of the Engineering Mechanics Division, American Society of Civil Engineers, vol.104(1978) No.5,p.983

Naresh Kumar Varma4,d and Chelpuri Hemalatha5,e *1Assistant Professor, Civil Engineering, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad, India 2Assistant Professor, Civil Engineering, Malla Reddy Engineering College, Hyderabad, India 3Assistant Professor, Civil Engineering, Akshaya College of Engineering and Technology, Coimbatore, India 4Assistant Professor, Civil Engineering, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad, India *5Assistant Professor, Civil Engineering, Vardhaman College of Engineering, Hyderabad, India a*vivekkumarcr@gmail.com, bpsuresh235@gmail.com, csuccess.anas@gmail.com, dvarma.2287@gmail.com, ehemalatha.chelpuri@gmail.com Keywords: Fly ash, M Sand.
Engineering of low cost geopolymer building bricks applied for various construction purposes.
International Journal of Civil Engineering and Technology. 7. 81-99
Mohammed, The role of nanomaterials in geopolymer concrete composites: A state-of-the-art review, Journal of Building Engineering, Volume 49, 2022, 104062, ISSN 2352-7102, https://doi.org/10.1016/j.jobe.2022.104062