Seismic Behaviour and Design of Irregular and Complex Civil Structures II

Author:   Zbigniew Zembaty ,  Mario De Stefano
Publisher:   Springer International Publishing AG
Edition:   1st ed. 2016
Volume:   40
ISBN:  

9783319142456


Pages:   346
Publication Date:   13 November 2015
Format:   Hardback
Availability:   Manufactured on demand   Availability explained
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Seismic Behaviour and Design of Irregular and Complex Civil Structures II


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Author:   Zbigniew Zembaty ,  Mario De Stefano
Publisher:   Springer International Publishing AG
Imprint:   Springer International Publishing AG
Edition:   1st ed. 2016
Volume:   40
Dimensions:   Width: 15.50cm , Height: 2.10cm , Length: 23.50cm
Weight:   6.623kg
ISBN:  

9783319142456


ISBN 10:   3319142453
Pages:   346
Publication Date:   13 November 2015
Audience:   Professional and scholarly ,  Professional & Vocational
Format:   Hardback
Publisher's Status:   Active
Availability:   Manufactured on demand   Availability explained
We will order this item for you from a manufactured on demand supplier.

Table of Contents

Part I Ground Motion, Rotations and Wave Propagation Effects.- A general procedure for selecting and scaling ground motion records for nonlinear analysis of asymmetric-plan buildings.- Prediction of the “average” peak nonlinear seismic response of asymmetric buildings under bi-directional ground motion acting at an arbitrary angle of incidence.- Evaluation of torsional component of ground motion by different methods using dense array data.- Estimation of rotational ground motion effects on the Bell Tower of Parma Cathedral.-FOSREM - Fibre-Optic System for Rotational Events & Phenomena Monitoring: construction, investigation and area of application.- Application of rotation rate sensors in measuring beam flexure and structural health monitoring.- Asymmetric continuum with shear and rotation strains including quantum synchronous  processes.- Part II Seismic Analysis and Design of Irregular Structures.- Seismic assessment of RC frame buildings.- Torsional index of an asymmetric building based on mode shape.- An approximate method for assessing the seismic response of irregular in elevation asymmetric buildings.- Application of Nonlinear Static Procedures for the Seismic Assessment of a 9-Storey Asymmetric Plan Building.- Seismic assessment of an existing irregular RC building according to Eurocode 8 methods.- The concrete strength variability as source of irregularity for RC existing buildings.- The influence of axial load variation on the seismic performance of RC buildings.- Parametric study of inelastic seismic response of reinforced concrete frame buildings.- Seismic upgrading of vertically irregular existing r.c. frames by BRBs.- Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings.- Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems.- Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems.- Influence of the rotational mass inertia on the torsional seismic response.-  Seismic response trends of SDOF plan irregular structures. Simplified approach.- Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation.- Earthquake-induced pounding between asymmetric steel buildings.- Dynamic Analysis of Irregular Multistorey Shear Wall Buildings Using Continuous-Discrete Approach.- Analysis of the dynamic response of masonry buildings with irregularities of localization of bearing elements due to mining shocks.-Numerical and experimental prediction method for induced vibrations in irregular buildings.- Stability Analysis of Żelazny Most Tailings Dam Loaded by Mining-Induced Earthquakes.- Part III Seismic Control and Monitoring of Irregular Structures.- Optimal drift and acceleration control of 3D irregular buildings by means of Multiple Tuned Mass Dampers.- Improved seismic performance of RCC building irregular in plan with water tank as passive TMD.- Behaviour of asymmetric structure with base isolation made of Polymeric Bearings.

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