[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Pisanò et al., 2014 - Google Patents

Soil–foundation modelling in laterally loaded historical towers

Pisanò et al., 2014

View HTML
Document ID
2769020373844158931
Author
Pisanò F
DI PRISCO C
Lancellotta R
Publication year
Publication venue
Géotechnique

External Links

Snippet

The seismic stability analysis of historical towers requires reliable soil–structure interaction (SSI) modelling. To avoid the complexity of non-linear dynamic computations, engineers frequently resort to simplified static approaches, such as the so-called pushover analyses …
Continue reading at www.icevirtuallibrary.com (HTML) (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting

Similar Documents

Publication Publication Date Title
Pisanò et al. Soil–foundation modelling in laterally loaded historical towers
Taborda et al. Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk
FARGNOLI et al. 3D numerical modelling of soil–structure interaction during EPB tunnelling
Hokmabadi et al. Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations
Karimi et al. Numerical and centrifuge modeling of seismic soil–foundation–structure interaction on liquefiable ground
Anastasopoulos et al. Simplified constitutive model for simulation of cyclic response of shallow foundations: validation against laboratory tests
Hokmabadi et al. Physical modeling of seismic soil-pile-structure interaction for buildings on soft soils
Paramasivam et al. Influence of prefabricated vertical drains on the seismic performance of structures founded on liquefiable soils
Nikolinakou et al. Prediction and interpretation of the performance of a deep excavation in Berlin sand
Russo et al. Re-assessment of foundation settlements for the Burj Khalifa, Dubai
Akbari Garakani et al. Bearing capacity of shallow foundations on unsaturated soils: analytical approach with 3D numerical simulations and experimental validations
Avgerinos et al. The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay
Goktepe et al. Numerical and experimental study on scaled soil-structure model for small shaking table tests
Lam et al. Energy conservation as a principle underlying mobilizable strength design for deep excavations
Meguid et al. Investigation of tunnel-soil-pile interaction in cohesive soils
Jesmani et al. Numerical study of behavior of anchor plates in clayey soils
Sharma et al. Characterization of rocking shallow foundations on cohesive soil using field snap-back tests
Jiang et al. Nonlinear analysis of combined loaded rigid piles in cohesionless soil slope
Schmüdderich et al. Strategies for numerical simulation of cast-in-place piles under axial loading
Chanda et al. Development of lateral capacity-based envelopes of piled raft foundation under combined VMH loading
Giardina et al. A comparison of current analytical methods for predicting soil-structure interaction due to tunnelling
Vlahos et al. Numerical simulation of pushover tests on a model jack-up platform on clay
Wan et al. A data-driven approach for forecasting embankment settlement accounting for multi-stage construction
Shabani et al. Seismic response of RC moment frame including topography–soil–structure interaction
Maria et al. Dynamic behavior of shallow founded historic towers: validation of simplified approaches for seismic analyses