|
|
|
|
| LEADER |
04480nam a22003615i 4500 |
| 001 |
000293623 |
| 005 |
20211008102206.0 |
| 007 |
cr nn 008mamaa |
| 008 |
151104s2016 gw | s |||| 0|eng d |
| 020 |
|
|
|a 9783319142463
|
| 024 |
7 |
|
|a 10.1007/978-3-319-14246-3
|2 doi
|
| 040 |
|
|
|a Sistema de Bibliotecas del Tecnológico de Costa Rica
|
| 245 |
1 |
0 |
|a Seismic Behaviour and Design of Irregular and Complex Civil Structures II /
|c edited by Zbigniew Zembaty, Mario De Stefano.
|
| 250 |
|
|
|a 1st ed. 2016.
|
| 260 |
# |
# |
|a Cham :
|b Springer International Publishing :
|b Imprint: Springer,
|c 2016.
|
| 300 |
|
|
|a XIV, 346 p. 200 illus., 119 illus. in color. :
|b online resource.
|
| 336 |
|
|
|a text
|b txt
|2 rdacontent
|
| 337 |
|
|
|a computer
|b c
|2 rdamedia
|
| 338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
| 490 |
1 |
|
|a Geotechnical, Geological and Earthquake Engineering,
|v 40
|
| 505 |
0 |
|
|a 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.
|
| 650 |
|
0 |
|a Civil engineering.
|
| 650 |
|
0 |
|a Geotechnical engineering.
|
| 650 |
|
0 |
|a Vibration.
|
| 650 |
|
0 |
|a Dynamical systems.
|
| 650 |
|
0 |
|a Dynamics.
|
| 650 |
1 |
4 |
|a Civil Engineering.
|
| 650 |
2 |
4 |
|a Geotechnical Engineering & Applied Earth Sciences.
|
| 650 |
2 |
4 |
|a Vibration, Dynamical Systems, Control.
|
| 700 |
1 |
|
|a Zembaty, Zbigniew.
|e editor.
|
| 700 |
1 |
|
|a De Stefano, Mario.
|e editor.
|
| 710 |
2 |
|
|a SpringerLink (Online service)
|
| 773 |
0 |
|
|t Springer eBooks
|