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AbouRizk, S (2010) Role of Simulation in Construction Engineering and Management. Journal of Construction Engineering and Management, 136(10), 1140–53.

González, V, Alarcón, L F, Maturana, S, Mundaca, F and Bustamante, J (2010) Improving Planning Reliability and Project Performance Using the Reliable Commitment Model. Journal of Construction Engineering and Management, 136(10), 1129–39.

Hegazy, T and Menesi, W (2010) Critical Path Segments Scheduling Technique. Journal of Construction Engineering and Management, 136(10), 1078–85.

Kheni, N A, Gibb, A G F and Dainty, A R J (2010) Health and Safety Management within Small- and Medium-Sized Enterprises (SMEs) in Developing Countries: Study of Contextual Influences. Journal of Construction Engineering and Management, 136(10), 1104–15.

Leung, M, Chan, Y and Yuen, K (2010) Impacts of Stressors and Stress on the Injury Incidents of Construction Workers in Hong Kong. Journal of Construction Engineering and Management, 136(10), 1093–103.

Powell, R and Copping, A (2010) Sleep Deprivation and Its Consequences in Construction Workers. Journal of Construction Engineering and Management, 136(10), 1086–92.

Shen, Y and Luo, Y Z (2010) Accumulative Sliding Construction Method for Large-Span Latticed Shells. Journal of Construction Engineering and Management, 136(10), 1154–7.

  • Type: Journal Article
  • Keywords: Construction methods; Shell structures; Coal; Storage; Construction method; Latticed shell; Coal storage; Accumulative; Sliding;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000221
  • Abstract:
    This note proposes an efficient and cost-effective construction method for longitudinally supported large span latticed shell structures, commonly used for storages of existing stockpiles such as coal, stones, etc. The method divides a latticed shell into several segments, each of them is constructed sequentially. First, one segment-width scaffold is built at the assembling end of the structure. Then one segment of the structure is assembled on the scaffold. Once completed, the segmented structure is slid toward the other end of the structure to allow the scaffold to be available for assembling another segment. By repeating the above procedure, the entire segmented structure will form the resulting lattice shells. In the note, this construction method applied to two long span shell structures is discussed in detail. Structural analyses for each of the two accumulative sliding constructions have been examined before the construction, together with some suggestions for future similar applications using the method. From this note, researchers may transform the mobile construction method to explore other construction methods and practitioners of this technology can apply this method more safely and properly.

Tan, Y, Shen, L and Langston, C (2010) Contractors’ Competition Strategies in Bidding: Hong Kong Study. Journal of Construction Engineering and Management, 136(10), 1069–77.

Wong, C K, Fung, I W H and Tam, C M (2010) Comparison of Using Mixed-Integer Programming and Genetic Algorithms for Construction Site Facility Layout Planning. Journal of Construction Engineering and Management, 136(10), 1116–28.