In the graduation thesis a design of post-tensioned concrete flat slab is presented. The slab of dimensions 25,5/30,4 m is post-tensioned with unbounded tendons. The thesis is composed of three parts. In the first part, the design procedure according to the code SIST EN 1992-1-1 is ...
2) post-tensioned prestressed beam slab 后张法预应力梁板 1. Combing with project cases and aiming at the non-bearing cracks occurred in the precast process of post-tensioned prestressed beam slab,the author analyses the course of appeared crack of the beam slab precast,and adopts effective ...
Environmental impact assessment of post tensioned and reinforced concrete slab construction Peters, "Environmental Impact Assessment of Post Tensioned and Reinforced Concrete Slab Construction", in B. Samali, M.M. Attard & C. Song (Eds), ... D Miller,J Doh,H Guan,... 被引量: 0发表: 2013...
- 1984 - 131 - www.sciencedirect.comdoi:10.1016/0262-5075(84)90049-6SDOSInternational Journal of Cement Composites & Lightweight Concrete
post-tensioned concrete, fiber- reinforced concrete slabs-on-ground, and slabs-on-ground in refrigerated buildings, followed by information on shrinkage and curling problems. Advantages and disadvantages of each of these slab designs are provided, including the ability of some slab de...
Design principles of post-tensioned slabs Design principles of post-tensioned slabsIn this paragraph we will have a brief view of design related issues:a) Steps of designGiven geometry & loadingDet... S Utilization 被引量: 0发表: 2015年 Design and Construction of Ceiling System for Out Station...
360R-5 2.1 — Introduction 2.2 — Slab types 2.3—General comparison of slab types 2.4—Design and construction variables 2.5—Conclusion Keywords: concrete; curling; design; floors-on-ground; grade floors; industrial floors; joints; load types; post-tensioned concrete; reinforcement (steel, fibers...
Posten Engineering Systems presents Posten - the efficient post-tensioned concrete design software for structural engineers.
slab-columnThis guide provides recommendations for determining proportions and details of monolithic reinforced and post-tensioned concrete slab-column connections. Included are recommendations regarding appropriate uses of slab-column connections in structures resisting gravity and lateral forces; procedures for...
Post-tensioned (PT) self-centering moment frames were developed as an alternative to welded moment-resisting frames (MRFs). Lateral deformation of a PT frame opens gaps between beams and columns. The use of a composite slab in welded MRFs limits the opening of gaps at the beam-to-column int...