[PDF] Top 20 Diseño del Programa de Prevención en Peligros Eléctricos de la Empresa Phigma Consultores S.A.S

... 6. Experimental results were recorded continuously using load cell and displacement transducer located in the actuator arm, and external LVDT (linear varying displacement transducer) attached to the column face ... See full document

... From experimental study, for rectangular checkered steel encased concrete composite beam the maximum load obtained is ...From analytical study the load obtained is ...From ... See full document

... a new Microstructural Modifications technique and recently it has become an efficient tool for refining the grain structure of the metal sheet and also it is ...a new processing technique and more ... See full document

... of concrete and sand were spread over the coarse total and the dry materials were blended by diverting over starting with one end of stack then onto the next with a trowel and a showel until the stone chips was ... See full document

... reinforced concrete (RC) structures was investigated by conducting experimental sand analytical study on 12 full-sized RC beams with the UHPFRC layer in ...Reinforced Concrete (FRC) ... See full document

... The experimental and analytical study of the steel plate reinforced concrete structure (SC) having a opening was carried out for the purpose of confirming the fundament[r] ... See full document

... in concrete is one of the main disadvantage which increases with increase in the grade of concrete thereby increasing the formation of ...this study, notched beams were used to determine fracture ... See full document

... A new ductile moment-resisting beam-column connection is developed for precast reinforced concrete (RC) frames in high seismic ...The proposed connection provides good structural ... See full document

... those obtained using seismic techniques and those obtained by a radar, the first attempts at modeling of GPR signals were inspired by methods developed the other two techniques (sonar and seismic). Since the 1970s, ... See full document

... the experimental phenomena in the tests of specimens SJST and SJHT, it could be concluded that the failure mode of the joints under the combination of bending moment and tensile force depended on the level of ... See full document

... infill concrete is confined and cannot split away even if its ultimate strength is reached ...The connection to CFT columns, however, tends to be complicated and would normally involve welding [3] or the ... See full document

... Reinforced concrete frames with masonry infill walls are a common practice in countries like India, where the region is prone to seismic ...reinforced concrete frames are most common in building ... See full document

... nonlinear semi-rigidity refers to the plasticity of the material, the softness coefficients of the link change during the iteration process, depending on the internal force state at the two ends of the ... See full document

... a new beam-column element with semi-rigid connections is ...are proposed with the closed-form expressions which have adequate ...the new element has a single formulation for both the ... See full document

... I express my deep sense of gratitude to my guide Assoc. Prof. Ajith A.V for giving me his valuable suggestions and guiding me throughout the course of this study. I would like to thank the Dept. of Civil ... See full document

... Despite these methods, joint deformations need to be modeled more accurately by including other factors that impact joint deformation such as the slip of beam steel bars and the joint shear deformation. The purpose of ... See full document

... of concrete. Several laboratory and field investigations involving concrete containing fly ash had reported to exhibit excellent mechanical and durability ... See full document

... a semi-analytical-numerical technique: fractional differential transformation method (FDTM) to fractional-orederd differential-algebracic equations (FDAEs) described in Caputo ...a new iterative ... See full document

... (semi rigid or hinged) ...scale experimental tests under both monotonic and cyclic loading had already been ...comparative study of rigid and semi rigid connection ... See full document

... The component members of modern heavy timber frames are usually connected with metal connectors, especially via bolted connections with slotted steel plates (Fig. 1) because of the simplicity of these items. Compared ... See full document