ISSN: 1541-7794

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Structural Design of Tall and Special Buildings Q1 Unclaimed

John Wiley and Sons Ltd United Kingdom

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Structural Design of Tall and Special Buildings is a journal indexed in SJR in Building and Construction and Civil and Structural Engineering with an H index of 53. It has a price of 2990 €. It has an SJR impact factor of 0,809 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 0,809.

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy: Open Choice

Type of publications:

Publication frecuency: -

Categories: Architecture (Q1) Building and Construction (Q1) Civil and Structural Engineering (Q1)

Price

2990 €

Inmediate OA

NPD

Embargoed OA

0 €

Non OA

Metrics

Structural Design of Tall and Special Buildings

0,809

SJR Impact factor

53

H Index

72

Total Docs (Last Year)

284

Total Docs (3 years)

3091

Total Refs

870

Total Cites (3 years)

284

Citable Docs (3 years)

2.86

Cites/Doc (2 years)

42.93

Ref/Doc

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Aims and Scope

Best articles by citations

Reliability analysis of wind response of flexibly supported tall structures

A hand method for predicting the stability of regular buildings, using frequency measurements

Detail design, building and commissioning of tall building structural models for experimental shaking table tests

Seismic response of a 40-storey buckling-restrained braced frame designed for the Los Angeles region

Did the large coseismic displacement cause the global overturning collapse of the Alto Rio building during the 27 February 2010 Offshore Maule, Chile earthquake?

Seismic analysis of the ?South Gate? tall building according to Eurocode 8

A new procedure for the analysis of construction loads in multistory reinforced concrete structures

Joint behavior and design procedure of a through plate connection for steel beam to hollow or concrete-filled tubular columns

On the characteristics and design of yielding elements used in steel-braced framed structures

Inelastic behaviour of RC wall-frame with a rocking wall and its analysis incorporating 3-D effect

Earthquake input energy to tall and base-isolated buildings in time and frequency dual domains

Compatibility of the endurance time method with codified seismic analysis approaches on three-dimensional analysis of steel frames

SHOW MORE ARTICLES

A great day and why we love ATC-63

Vulnerability assessment of irregular steel structures under traveling fires

The significance of the 27 February 2010 offshore Maule, Chile earthquake

Optimum design of post-tensioned axially symmetric cylindrical walls using novel hybrid metaheuristic methods

Application of replaceable coupling beams to RC structures

Optimal damper placement in steel frames by the Endurance Time method

Strain gradient effects on flexural strength design of normal-strength concrete beams

Vibration control study on a supertall building

Sustainable structure of tall buildings

Non-linear behavior of yielding damped braced frames

Implications of vertical mass modeling errors on 2D dynamic structural analysis

Test description of steel X-bracing system using low-grade steel and internal oblique transverse stiffeners