Titlebook: Seismic Design and Performance; Select Proceedings o T.G. Sitharam,Raghuveer Rao Pallepati,Sreevalsa Ko Conference proceedings 2021 The Edi

FAST

阻挡

Effect of Near-Fault Vertical Ground Motions on the Seismic Response of Bridges with Rocking Foundaduring large earthquake events. Several studies have proven that rocking is an effective seismic isolation technique under lateral earthquake loading. However, limited research has been conducted on the effect of the vertical component of earthquakes on the rocking behaviour of bridge piers. This pa

moribund

Cumbersome

Study on Pull-Out Resistance of Single-Belled Anchor in Layered Sand and Soft Silty-Clay Deposits: r passive form of resistance against pull-out forces by the dead-weight and shear resistance of breakout region of foundation media. Experimental investigations are conducted in two different series, for determining pull-out resistance of single-belled anchor models in layered sand and soft silty-cl

Musculoskeletal

飞行员

Dynamic Response of Soil Nailed Wall,o stabilize the soil mass. The present study evaluates the dynamic response of a soil nailed wall supporting a vertical cut of height 6 m. The finite element analysis has been carried out to study the stability and performance of the soil nailed wall using PLAXIS 2D software. The seismic resistance

熄灭

Seismic Response of Buildings Resting on Pile-Raft Foundation in Soft Soil,study deals with evaluation of performance of 15 storey reinforced concrete structures built on piled-raft foundation resting on soft soil under earthquake loads. Finite element analysis of the three dimensional soil-pile-raft-building systems consisting of a combination of long and short piles have

文件夹

State of the Art on Combined Pile Raft Foundation,onomic and efficient foundation. But in seismically active regions for better safety and durability, it is significant to have a knowledge of dynamic characteristics of piled raft. With the use of pile raft foundation, risk of sudden collapse of these buildings is also controlled. In addition to thi

ONYM

Analytical Study on Dynamic Coupling Interaction Effects Between Adjacent Building Structures,soil when subjected to artificial seismic excitation. In this paper, the dynamic structure–soil–structure interaction (SSSI) between adjacent buildings idealized as a 2D-discrete model and underlying or surrounding soil is coupled by a rotational interaction spring and the non-stationary Kanai–Tajim

frozen-shoulder