Titlebook: Recent Advances in Earthquake Engineering; Select Proceedings o Sreevalsa Kolathayar,Siau Chen Chian Conference proceedings 2022 The Editor

PHON

Wavelet Analysis of Far-Field Ground Motions from the Mw 7.6 2005 Kashmir Earthquakease of accumulated strain at several faults in this collision zone and leads to frequent inter-plate earthquakes. The ground motions recorded in the earthquakes are time-domain signals, which do not convey information on the frequency content. Similarly, the amplitude-frequency representation obtain

萬(wàn)靈丹

Correlation Between Seismic Intensity Measures and Response of Skewed Bridgese best IMs of damage of the bridge. A total of 290 ground motion records classified into low- and high-frequency content groups are employed for numerical analyses. A series of nonlinear time-history analyses for the skewed bridges is performed to observe its seismic responses. Seismic responses of

獎(jiǎng)牌

ASSET

Variation in Seismic Behaviour of R.C Shaft Supported Elevated Water Towers with Change in Proportioen badly damaged due to impact of severe seismic forces. Elevated water tanks on shaft is a classical example of inverted pendulum structure and is structurally prone to lateral tilt and overturning under the impact of lateral seismic forces. Water supply system should remain intact in the post-eart

ANIM

Seismic Assessment of RC Framed Staging of Elevated Water Tanksure interaction. The modelling of this fluid–structure interaction can be carried out by rigorous application of Finite Elements Analysis (FEA) with Computational Fluid Dynamics (CFD). But in case of professional practice and design, these methods are very tedious and time-consuming for day-to-day a

撤退

點(diǎn)燃

Seismic Performance Evaluation of Integral Bridges Considering Soil-Structure Interaction and rotation. There are no expansion joints and bearings, also the deck is continuous across the length of the fully IABs. In recent years, IABs have become popular because of the economic, functional, and durability advantages of the structures. This paper presents the?seismic performances of an i

BRAND

Alveoli

Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resis-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes. The study frames are evaluated for strength and deformation using nonlinear static pushover analysis. The vulnerability for predefined damage states was evaluated based on the responses obtained fro

郊外

Comparative Study on Seismic Behaviour of G+41 Storey Frame with X, K and V Bracingsindustrial purposes all around the world. Seismic resistance of these tall structures is an important factor because natural hazards like earthquakes are unpredictable. Bracings are an important way to resist lateral loads which can hence increase the capacity of buildings to resist earthquake loads