{"product_id":"seismic-engineering-hardback-9781848210264","title":"Seismic Engineering (Hardback) 9781848210264","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eSeismic Engineering\u003c\/font\u003e\u003cbr\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003c\/p\u003e\n\u003cp\u003e\u003cfont size=\"4\"\u003eJacques Betbeder-Matibet (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9781848210264, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 24 April 2008\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e986 pages\u003cbr\u003e24.1 x 16.1 x 5.9 cm, 1.588 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003eThis title offers a comprehensive coverage of the many facets of seismic engineering.\u003cbr\u003e The first half of the book is devoted to seismic phenomena and hazards, detailing the causes of earthquakes, the parameters used to characterize earthquakes, strong ground motions, seismic hazards and their evaluation, and seismic action. The second half discusses the effects of earthquakes and tools used to assess and reduce risk, including the effects of vibratory motions and induced phenomena, seismic calculations and technical aspects of prevention.\u003cbr\u003e The importance of keeping orders of magnitude in mind (i.e. through reasoning or very simple equations) when discussing seismic phenomena and their effects is emphasized, a task which most people overlook because of their rarity and the brevity of their manifestations.\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e\u003cp\u003e\u003ci\u003eForeword xiii\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e\u003ci\u003ePreface xv\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 1. Earthquakes and Induced Phenomena 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1. Causes of Earthquakes 5\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1. Tectonic earthquakes 5\u003c\/p\u003e \u003cp\u003e1.1.1. First attempts at explanation 5\u003c\/p\u003e \u003cp\u003e1.1.2. From continental drift to plate tectonics 9\u003c\/p\u003e \u003cp\u003e1.1.3. Seismicity of tectonic origin 20\u003c\/p\u003e \u003cp\u003e1.2. Faults 26\u003c\/p\u003e \u003cp\u003e1.2.1. Relationship between earthquakes and faults 27\u003c\/p\u003e \u003cp\u003e1.2.2. Classification of faults 29\u003c\/p\u003e \u003cp\u003e1.2.3. Focal mechanisms 38\u003c\/p\u003e \u003cp\u003e1.2.4. Different aspects of rupture 45\u003c\/p\u003e \u003cp\u003e1.3. Non-tectonic earthquakes 47\u003c\/p\u003e \u003cp\u003e1.3.1. Non-tectonic quakes with natural causes 48\u003c\/p\u003e \u003cp\u003e1.3.2. Artificial earthquakes 49\u003c\/p\u003e \u003cp\u003e1.3.3. Induced earthquakes 50\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2. Parameters Used to Define Earthquakes 55\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1. Elementary theory of elastic rebound 56\u003c\/p\u003e \u003cp\u003e2.1.1. Description of the elementary model 56\u003c\/p\u003e \u003cp\u003e2.1.2. Energy balance 61\u003c\/p\u003e \u003cp\u003e2.1.3. Law of scale 65\u003c\/p\u003e \u003cp\u003e2.2. Geometry of the faults 70\u003c\/p\u003e \u003cp\u003e2.2.1. Length of fault and length of rupture 70\u003c\/p\u003e \u003cp\u003e2.2.2. Well documented examples of fault ruptures 78\u003c\/p\u003e \u003cp\u003e2.2.3. Correlations of geometric characteristics of ruptures with moment magnitude 82\u003c\/p\u003e \u003cp\u003e2.3. Parametric description of earthquakes 93\u003c\/p\u003e \u003cp\u003e2.3.1. Source parameters and effect parameters 93\u003c\/p\u003e \u003cp\u003e2.3.2. Different magnitudes 99\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3. Manifestations of the Seismic Phenomena on the Surface 107\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1. Deformation of superficial terrains 107\u003c\/p\u003e \u003cp\u003e3.1.1. Deformations linked to tectonics 107\u003c\/p\u003e \u003cp\u003e3.1.2. Deformations linked to vibratory motions 110\u003c\/p\u003e \u003cp\u003e3.2. Seismic waves 114\u003c\/p\u003e \u003cp\u003e3.2.1. Different types of seismic waves 114\u003c\/p\u003e \u003cp\u003e3.2.2. Ideas on the theory of rays 121\u003c\/p\u003e \u003cp\u003e3.2.3. Attenuation of seismic waves 135\u003c\/p\u003e \u003cp\u003e3.3. Induced phenomena 143\u003c\/p\u003e \u003cp\u003e3.3.1. Soil liquefaction 143\u003c\/p\u003e \u003cp\u003e3.3.2. Landslides 148\u003c\/p\u003e \u003cp\u003e3.3.3. Tsunamis and seiches 154\u003c\/p\u003e \u003cp\u003e3.3.4. Other seismic manifestations 159\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 2. Strong Ground Motions 161\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4. Strong Vibratory Motions 165\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1. Recordings 165\u003c\/p\u003e \u003cp\u003e4.1.1. Examples of accelerograms recorded in the near zone 165\u003c\/p\u003e \u003cp\u003e4.1.2. Parametric description of the accelerograms 168\u003c\/p\u003e \u003cp\u003e4.1.3. The three components of vibratory motion 178\u003c\/p\u003e \u003cp\u003e4.2. Attenuation laws of peak values 186\u003c\/p\u003e \u003cp\u003e4.2.1. General considerations as regards attenuation laws 186\u003c\/p\u003e \u003cp\u003e4.2.2. Examples of attenuation laws for peak values 188\u003c\/p\u003e \u003cp\u003e4.2.3. Recommendations for the use of attenuation laws 197\u003c\/p\u003e \u003cp\u003e4.3. Directivity effects and site effects 201\u003c\/p\u003e \u003cp\u003e4.3.1. Inadequacy of a description based on magnitude and distance 201\u003c\/p\u003e \u003cp\u003e4.3.2. Directivity effects 202\u003c\/p\u003e \u003cp\u003e4.3.3. Presentation of site effects 210\u003c\/p\u003e \u003cp\u003e4.3.4. Causes of site effects 212\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5. Calculation Models for Strong Vibratory Motions 223\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1. Orders of magnitude deduced from the basic theory of elastic rebound 223\u003c\/p\u003e \u003cp\u003e5.1.1. Limits of the basic theory of elastic rebound for the calculation of motions 223\u003c\/p\u003e \u003cp\u003e5.1.2. Model of elastic rebound with multiple ruptures 227\u003c\/p\u003e \u003cp\u003e5.1.3. Calculation of the theoretical attenuation laws associated with the model of rebound elasticity with multiple ruptures 229\u003c\/p\u003e \u003cp\u003e5.2. Digital source models 232\u003c\/p\u003e \u003cp\u003e5.2.1. General considerations pertaining to models of digital simulation of the seismic source 232\u003c\/p\u003e \u003cp\u003e5.2.2. Examples of digital simulation of real earthquakes 234\u003c\/p\u003e \u003cp\u003e5.3. Practical calculations of the site effects 240\u003c\/p\u003e \u003cp\u003e5.3.1. Models of soil behavior 240\u003c\/p\u003e \u003cp\u003e5.3.2. Seismic responses of columns of soil 248\u003c\/p\u003e \u003cp\u003e5.3.3. Review of the assessment of site effects 267\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 3. Seismic Hazards 275\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6. The Spatial and Temporal Distribution of Seismicity 281\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1. Data available on the spatial and temporal distribution of seismicity 281\u003c\/p\u003e \u003cp\u003e6.1.1. Geological data 281\u003c\/p\u003e \u003cp\u003e6.1.2. Historical seismicity 283\u003c\/p\u003e \u003cp\u003e6.1.3. Archeoseismicity and paleoseismicity 288\u003c\/p\u003e \u003cp\u003e6.1.4. Instrumental seismicity 294\u003c\/p\u003e \u003cp\u003e6.2. Models of temporal distribution of seismicity 296\u003c\/p\u003e \u003cp\u003e6.2.1. Return periods 296\u003c\/p\u003e \u003cp\u003e6.2.2. Gutenberg-Richter law 300\u003c\/p\u003e \u003cp\u003e6.2.3. Model of a characteristic earthquake 305\u003c\/p\u003e \u003cp\u003e6.3. Prediction of earthquakes 307\u003c\/p\u003e \u003cp\u003e6.3.1. Seismic precursors 308\u003c\/p\u003e \u003cp\u003e6.3.2. Current questions on forecast 309\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7. Assessment of Seismic Hazard 315\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1. Methods of assessment of seismic hazard 315\u003c\/p\u003e \u003cp\u003e7.1.1. General notes pertaining to different approaches 315\u003c\/p\u003e \u003cp\u003e7.1.2. An example of the deterministic method 317\u003c\/p\u003e \u003cp\u003e7.1.3. Probabilistic methods 321\u003c\/p\u003e \u003cp\u003e7.2. Practices for the evaluation of seismic hazard 326\u003c\/p\u003e \u003cp\u003e7.2.1. Normative evaluation and specific evaluation 326\u003c\/p\u003e \u003cp\u003e7.2.2. Zoning for the anti-seismic codes 327\u003c\/p\u003e \u003cp\u003e7.2.3. Seismic microzoning 330\u003c\/p\u003e \u003cp\u003e7.2.4. Orders of magnitude for hazards due to a fault (vibratory motion and surface rupture) 333\u003c\/p\u003e \u003cp\u003e7.2.5. Orders of magnitude of vibratory hazard in diffuse seismicity zones 344\u003c\/p\u003e \u003cp\u003e7.2.6. Effect of the size of the site on the vibratory hazard in a zone of diffuse seismicity 353\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 4. Seismic Action 359\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8. The Seismic Coefficient 365\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1. The seismic coefficient in past earthquake-resistant codes 365\u003c\/p\u003e \u003cp\u003e8.1.1. Notion of seismic coefficient 365\u003c\/p\u003e \u003cp\u003e8.1.2. Development of the seismic coefficient 366\u003c\/p\u003e \u003cp\u003e8.2. The seismic coefficient in current earthquake-resistant codes 370\u003c\/p\u003e \u003cp\u003e8.2.1. The structure of current earthquake-resistant codes 370\u003c\/p\u003e \u003cp\u003e8.2.2. The definition of seismic action and the rules of calculation in current earthquake-resistant codes 371\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9. The Response Spectrum 375\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1. The response spectrum of elastic oscillators 375\u003c\/p\u003e \u003cp\u003e9.1.1. Response spectrum of elastic oscillators associated with a natural accelerogram 375\u003c\/p\u003e \u003cp\u003e9.1.2. Response spectrum of elastic oscillators that can be used for designing 386\u003c\/p\u003e \u003cp\u003e9.2. Introduction to spectral modal analysis of elastic structures 394\u003c\/p\u003e \u003cp\u003e9.2.1. Presentation of a simple example to introduce spectral modal analysis 394\u003c\/p\u003e \u003cp\u003e9.2.2. Calculation model for the chosen example 398\u003c\/p\u003e \u003cp\u003e9.2.3. Non-damped eigenmodes 401\u003c\/p\u003e \u003cp\u003e9.2.4. Calculation of the response for the chosen example 407\u003c\/p\u003e \u003cp\u003e9.2.5. Calculation of displacements, accelerations and forces for the chosen example 410\u003c\/p\u003e \u003cp\u003e9.3. Structural design spectra 418\u003c\/p\u003e \u003cp\u003e9.3.1. Reasons for the general consideration of nonlinearities: the behavior coefficient 418\u003c\/p\u003e \u003cp\u003e9.3.2. Elastic and inelastic design spectrum 427\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10. Other Representations of Seismic Action 433\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1. Natural or synthetic accelerograms 433\u003c\/p\u003e \u003cp\u003e10.1.1. Types of analyses for which accelerogram representation is necessary 433\u003c\/p\u003e \u003cp\u003e10.1.2. Choice of accelerograms for linear analysis 435\u003c\/p\u003e \u003cp\u003e10.1.3. Choice of accelerograms for nonlinear analysis 437\u003c\/p\u003e \u003cp\u003e10.2. Random processes 445\u003c\/p\u003e \u003cp\u003e10.2.1. Unfiltered white noise 446\u003c\/p\u003e \u003cp\u003e10.2.2. Filtered white noise 452\u003c\/p\u003e \u003cp\u003e10.2.3. Theorem of general Brownian motion 456\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 5. The Effects of Earthquakes on Buildings 467\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11. Deformation Effects Sustained by Superficial Ground 473\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1. Effects of irreversible deformations 473\u003c\/p\u003e \u003cp\u003e11.1.1. Damage directly due to movements on fault surfaces 473\u003c\/p\u003e \u003cp\u003e11.1.2. Damage due to irreversible deformations of the ground in a horizontal direction (other than fault movements) 481\u003c\/p\u003e \u003cp\u003e11.1.3. Damage due to irreversible deformation of the ground in a vertical direction (other than fault movements) 487\u003c\/p\u003e \u003cp\u003e11.2. Effects of reversible deformation 490\u003c\/p\u003e \u003cp\u003e11.2.1. Details of effects due to reversible deformation with respect to those due to irreversible deformations 490\u003c\/p\u003e \u003cp\u003e11.2.2. Static or dynamic character of effects due to reversible deformations 492\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12. Effects of Vibratory Motions 497\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1. Effects at the structure\/subsoil contact 498\u003c\/p\u003e \u003cp\u003e12.1.1. Slipping and tilting 498\u003c\/p\u003e \u003cp\u003e12.1.2. Rupture of the ground or foundation system 507\u003c\/p\u003e \u003cp\u003e12.2. Inertial effects in structures 512\u003c\/p\u003e \u003cp\u003e12.2.1. General observations on the inertial effects 512\u003c\/p\u003e \u003cp\u003e12.2.2. Damage and destruction patterns due to horizontal inertial effects for concrete structures 513\u003c\/p\u003e \u003cp\u003e12.2.3. Damage and destruction patterns due to horizontal inertial effects for steel structures 535\u003c\/p\u003e \u003cp\u003e12.2.4. Damage and destruction patterns due to horizontal inertial effects for structures made of masonry or wood 546\u003c\/p\u003e \u003cp\u003e12.2.5. Damage patterns due to vertical inertial effect 553\u003c\/p\u003e \u003cp\u003e12.2.6. Effects of shocks 556\u003c\/p\u003e \u003cp\u003e12.3. Effects on non-structural elements and supported equipment 564\u003c\/p\u003e \u003cp\u003e12.3.1. Deformations imposed on non-structural elements 564\u003c\/p\u003e \u003cp\u003e12.3.2. Accelerations transmitted to supported equipment 567\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13. Effects of Induced Phenomena 573\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1. Effects of naturally induced phenomena 573\u003c\/p\u003e \u003cp\u003e13.1.1. Effects of liquefaction 573\u003c\/p\u003e \u003cp\u003e13.1.2. Other naturally induced phenomena 575\u003c\/p\u003e \u003cp\u003e13.2. Phenomena induced in networks and industrial setups 575\u003c\/p\u003e \u003cp\u003e13.2.1. Disruption of the functioning of networks 575\u003c\/p\u003e \u003cp\u003e13.2.2. Fires 578\u003c\/p\u003e \u003cp\u003e13.2.3. Accidents in industrial facilities 580\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14. Scales of Macroseismic Intensity 581\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1. Characterization of the force of earthquakes through assessment of their effects 581\u003c\/p\u003e \u003cp\u003e14.1.1. A summary of the history of scales of intensity 581\u003c\/p\u003e \u003cp\u003e14.1.2. Description of some scales of intensity 583\u003c\/p\u003e \u003cp\u003e14.1.3. Benefits and limitations of the notion of intensity 588\u003c\/p\u003e \u003cp\u003e14.2. Numerical correlations using intensities 594\u003c\/p\u003e \u003cp\u003e14.2.1. Correlations of intensities with parameters of vibratory motion 594\u003c\/p\u003e \u003cp\u003e14.2.2. Magnitude-intensity relations and attenuation laws of intensity 598\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 6. Seismic Calculations 603\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15. Linear Seismic Calculation 607\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1. General observations on linear calculation 607\u003c\/p\u003e \u003cp\u003e15.1.1. General formulation with relation to absolute axes 607\u003c\/p\u003e \u003cp\u003e15.1.2. Formulations for block movement of supports 612\u003c\/p\u003e \u003cp\u003e15.1.3. Representation of damping 619\u003c\/p\u003e \u003cp\u003e15.1.4. Notes on modeling 627\u003c\/p\u003e \u003cp\u003e15.2. Modal spectral analysis for block translation of supports 637\u003c\/p\u003e \u003cp\u003e15.2.1. Eigenmodes and quantities attached to modes 638\u003c\/p\u003e \u003cp\u003e15.2.2. Number of modes to be retained and combination of modal responses 653\u003c\/p\u003e \u003cp\u003e15.2.3. Combination of effects with three components 667\u003c\/p\u003e \u003cp\u003e15.2.4. Some properties of stick models working in shear 673\u003c\/p\u003e \u003cp\u003e15.2.5. Continuous models. Example of a uniform cantilever beam 685\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 16. Notions on Soil\/Structure Interaction 703\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1. General observations on soil\/structure interaction 703\u003c\/p\u003e \u003cp\u003e16.1.1. Presentation of the soil\/structure interaction phenomena 703\u003c\/p\u003e \u003cp\u003e16.1.2. Kinematic and inertial interaction 709\u003c\/p\u003e \u003cp\u003e16.1.3. Radiative (or geometric) damping 713\u003c\/p\u003e \u003cp\u003e16.2. Practical consideration of the soil\/structure interaction 721\u003c\/p\u003e \u003cp\u003e16.2.1. General case 721\u003c\/p\u003e \u003cp\u003e16.2.2. Shallow foundations 724\u003c\/p\u003e \u003cp\u003e16.2.3. Cases of deep foundations and linear embedded structures 739\u003c\/p\u003e \u003cp\u003e16.2.4. Winkler type models 746\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 17. Overview of Nonlinear Calculations 767\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1. General observations on nonlinear calculations 767\u003c\/p\u003e \u003cp\u003e17.1.1. The problem of hypothesis and criteria 767\u003c\/p\u003e \u003cp\u003e17.1.2. Methods of giving recognition to nonlinearities 772\u003c\/p\u003e \u003cp\u003e17.2. Some examples of nonlinear calculations 781\u003c\/p\u003e \u003cp\u003e17.2.1. Tilting of the rigid blocks 781\u003cbr\u003e\u003cbr\u003e17.2.2. Basemat uplifts 793\u003c\/p\u003e \u003cp\u003e17.2.3. Slipping of massive blocks 800\u003c\/p\u003e \u003cp\u003e17.2.4. Plasticization of building structures 808\u003c\/p\u003e \u003cp\u003e17.2.5. Nonlinear shock absorbers for bridges 822\u003c\/p\u003e \u003cp\u003e17.2.6. Pipelines going through a fault 827\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart 7. Seismic Prevention Tools 833\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 18. Technical Aspects of Prevention 839\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1. Tools for learning 839\u003c\/p\u003e \u003cp\u003e18.1.1. The analysis of past experience 839\u003c\/p\u003e \u003cp\u003e18.1.2. Test methods 844\u003c\/p\u003e \u003cp\u003e18.1.3. Calculation methods 856\u003c\/p\u003e \u003cp\u003e18.2. Earthquake engineering codes for normal risks 858\u003c\/p\u003e \u003cp\u003e18.2.1. Area of application and technical objectives of the codes 858\u003c\/p\u003e \u003cp\u003e18.2.2. Current and future earthquake engineering codes 863\u003c\/p\u003e \u003cp\u003e18.3. Special earthquake resistant devices 866\u003c\/p\u003e \u003cp\u003e18.3.1. Earthquake resistant supports made of sandwiched elastomer layers 866\u003c\/p\u003e \u003cp\u003e18.3.2. Other special earthquake resistant devices 887\u003c\/p\u003e \u003cp\u003e18.3.3. Active control 898\u003c\/p\u003e \u003cp\u003e18.4. Earthquake engineering practices for special risk 899\u003c\/p\u003e \u003cp\u003e18.4.1. Nuclear power plants and facilities 900\u003c\/p\u003e \u003cp\u003e18.4.2. Chemical, oil and gas plants 907\u003c\/p\u003e \u003cp\u003e18.4.3. Dams 909\u003c\/p\u003e \u003cp\u003e18.5. Seismic diagnosis and reinforcement of the existing framework 913\u003c\/p\u003e \u003cp\u003e18.5.1. The different aspects of seismic diagnosis 914\u003c\/p\u003e \u003cp\u003e18.5.2. Rehabilitation and reinforcement 928\u003c\/p\u003e \u003cp\u003e\u003ci\u003eBibliography 933\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e\u003ci\u003eIndex 953\u003c\/i\u003e\u003c\/p\u003e\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley-ISTE","offers":[{"title":"Brand New","offer_id":52449373618456,"sku":"9781848210264","price":256.89,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0730\/2037\/5320\/files\/9781848210264.jpg?v=1785197121","url":"https:\/\/freshlyprintedbooks.co.uk\/products\/seismic-engineering-hardback-9781848210264","provider":"Freshly Printed Books","version":"1.0","type":"link"}