Titlebook: Recent Trends in Civil Engineering; Select Proceedings o Arjun Sil,Denise-Penelope N. Kontoni,Rathish Kumar Conference proceedings 2023 The

Lobotomy

anaerobic

GIST

Ductile Detailing Practices Using Confined Masonry—A Case Study of Himachal Pradeshes of Himachal Pradesh State Disaster Management Authority (HPSDMA) in educating the masons on safer construction of confined masonry walls and correct detailing practices are discussed. The suitability of new bricks/blocks available commercially and its suitability as an infill material for confine

Robust

Prediction of Twist and Torque of RC Beams of M60 Core Concrete Jacketed with Ferrocement “U” Wraps orque, soft computing methods have been employed to overcome the same. MARS and WASPAS soft computing methods are taken here to predict torque and twist. At ultimate stage, the “U” wrapped beams are able to resist torque more than 41.37% than the unwrapped beams, and a completely over-reinforced bea

漫不經(jīng)心

尊重

Interference Effect Between Tall Buildings with Square Cross-Sectionsfficient for different angles of wind incidence and for various configurations of interference is obtained by conducting a wind tunnel test; the results are recorded in form of pressure contours. Later, various locations of shear wall are analyzed and ideal location is found out. Shear walls play im

hieroglyphic

offense

P-M-M Interaction of Bridges Having Different Construction Materials: CC, SCC and FRSCCRatio) was improved by 3% and 16%, respectively, with SCC and FRSCC replacements, respectively. The results also showed promising development of plastic hinge formation, which is improving the bridge‘s earthquake-resistant ability. With the replacement of SCC and FRSCC, the bridge‘s performance can

設(shè)施

UHPC Steel Composite Girder: Numerical Studies on Flexural Behaviour in Negative Moment Regionth UHPC slabs was compared with those made up of normal strength concrete. The effects of parameters like slab width, depth and steel grade were also studied. Analysis showed that UHPC steel composite girders exhibited a higher flexural strength compared to normal steel–concrete composite girders. T

Ceremony