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DYNAMIK UND STABILITÄT VON SCHERWANDBAUKONSTRUKTIONEN. EIN UNGEWÖHNLICHES ORIGINAL A

Name: DYNAMIK UND STABILITÄT VON SCHERWANDBAUKONSTRUKTIONEN. EIN UNGEWÖHNLICHES ORIGINAL A
SKU: 226849162800
Price: 9.21 EUR
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9,21 €

Dynamics and Stability of Shear Wall Building Structures. Full title: Dynamics and Stability of Shear Wall Building Structures. Book Publishing Details. Disbound Institution of Civil Engineers, 1973 Very Good.

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Signed:

No
Original/Reproduction:

Original
Grade:

Very Good
Language:

English
Format:

Paperback
Subject:

Institution of Civil Engineers
Binding:

Softcover
Publication Year:

1973
Publisher:

Institution of Civil Engineers
Type:

Book
Author:

R. Rosman
Book Title:

Dynamics and Stability of Shear Wall Building Structures. An unc
Size:

14 x 22 cms

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DYNAMIK UND STABILITÄT VON SCHERWANDBAUKONSTRUKTIONEN. EIN UNGEWÖHNLICHES ORIGINAL A

STATIC AND DYNAMIC TESTS ON A MODEL SHEAR WALL STRUCTURE. AN UNCOMMON ORIGINAL A

ANALYSIS OF SHEAR WALL BUILDINGS BY THE FRAME METHOD. AN UNCOMMON ORIGINAL ARTIC

FREE VIBRATIONS OF COUPLED SHEAR WALLS ON FLEXIBLE BASES. AN UNCOMMON ORIGINAL A

COMPOSITE METHOD OF DESIGN FOR HEAVILY LOADED WALL-BEAM STRUCTURES. AN UNCOMMON

SHEAR OF CORRUGATED DECKS: CALCULATED AND OBSERVED BEHAVIOUR. AN UNCOMMON ORIGIN

ANALYSIS OF NON-PLANAR SHEAR WALL ASSEMBLIES BY ANALOGOUS FRAME. AN UNCOMMON ORI

NUMERICAL ELASTIC ANALYSIS OF COUPLED SHEAR WALLS. AN UNCOMMON ORIGINAL ARTICLE

STIFFENING OF LINKED SHEAR WALLS. AN UNCOMMON ORIGINAL ARTICLE FROM THE INSTITUT

VIBRATIONS OF COUPLED SHEAR WALLS ON FRAMED SUPPORTS. AN UNCOMMON ORIGINAL ARTIC

THREE-DIMENSIONAL ANALYSIS OF SHEAR WALLS. AN UNCOMMON ORIGINAL ARTICLE FROM THE

ANALYSIS OF INFILLED SHEAR WALLS. AN UNCOMMON ORIGINAL ARTICLE FROM THE INSTITUT

DESIGN OF NAILED SHEAR CONNEXIONS. AN UNCOMMON ORIGINAL ARTICLE FROM THE INSTITU

COUPLED PLANE SHEAR WALLS OF TAPERED THICKNESS. AN UNCOMMON ORIGINAL ARTICLE FRO

THE PREDICTION OF THE SHEAR LAG EFFECT IN BOX GIRDERS. AN UNCOMMON ORIGINAL ARTI

THE DYNAMICS OF LEONARDO DA VINCI. THIS IS AN UNCOMMON ORIGINAL ARTICLE FROM THE

WIND ANALYSIS OF COMPLETE BUILDING STRUCTURES BY INFLUENCE COEFFICIENTS. AN UNCO

THE FATIGUE BEHAVIOUR OF STUD SHEAR CONNECTORS UNDER ROTATING SHEAR. AN UNCOMMON

THE ULTIMATE RESISTANCE TO HORIZONTAL SHEAR OF A SIMPLE SPACE FRAME. AN UNCOMMON

THE ELASTO-PLASTIC FAILURE LOAD ANALYSIS OF COMPLETE BUILDING STRUCTURES. AN UNC

BOUNDARY SHEAR DISTRIBUTION IN CHANNLES WITH VARYING WALL ROUGHNESS. AN UNCOMMON

DYNAMIK UND STABILITÄT VON SCHERWANDBAUKONSTRUKTIONEN. EIN UNGEWÖHNLICHES ORIGINAL A

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STATIC AND DYNAMIC TESTS ON A MODEL SHEAR WALL STRUCTURE. AN UNCOMMON ORIGINAL A

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